建筑类英文简历

建筑类英文简历（精选7篇）

建筑类英文简历 篇1

yjbys

Male 23 - year - old cantonese

Education: junior college

Working years: within 1 year

Expected salary: negotiable

Working place: guangzhou - unlimited

Job intention: engineer/security officer | material/reference | / | / | display/decoration design | garden/garden/landscape architect

Work experience

(working for 1 month, doing 1 job)

Mika cabinet experience store

Working time: September 2016 to October 2016 [1 month]

Job title: salesman

Job description: responsible for outside running business, to explore the housing source.

Education experience

At present, guangzhou huali institute of science and technology engineering construction cost

Professional skills

AutoCAD: experienced: 1 year

Language skills

English: general

建筑类英文简历 篇2

制作英文简历有以下几个步骤: (1) 收集个人信息、确认应聘职位; (2) 组织信息; (3) 选择简历格式; (4) 增加个人风格; (5) 校对。

一、收集个人信息、确认应聘职位

写简历时首先收集有关自己的信息, 例如从事过的工作、工作中的职责及表现、教育程度、具有的技能和参加过的社会活动等。这些内容构成简历的原材料。在收集信息的过程中你也能够对职业目标加以考虑, 思索过去所从事的工作中哪个 (些) 是你喜欢的, 以及喜欢它 (们) 的理由。

收集好这些信息后, 要研究你所感兴趣的职位并且确认岗位职责, 以及应聘者所要具备的资格和技能。

针对不同职位来筛选个人经历、专长, 最好能写不同的简历, 使每一份简历只强调与一个职位相关的信息。切记:尽管你不具备专业的技术技能, 但大部分的职位都需要应聘者具有诸如可信赖、团队合作, 以及良好的沟通能力等品质。而这对于初入职场的人而言尤为重要。接下来就是将你收集到的个人信息组织起来。

二、组织信息

大部分人在简历中包含有下列几项:

1. 联系方式 (Contactinformation)

其内容包括姓名、常住地址和学校地址 (如果还在上学并且学校地址和常住地址不同) 、电话号码, 以及电子邮箱。将姓名置于简历的最上端, 在姓名的下方写联系方式。这样安排比较醒目, 也便于招聘人员查找信息。

2. 资力概述 (Qualifications summary) /求职目标 (objectives tatement)

这项内容是可选项, 置于联系方式的下方。资历概述是应聘者列出与职位相关的最佳资历向招聘者阐明“为什么你要雇佣我。”对于经历丰富的应聘者而言, 资历概述是一项极为有用的内容, 它可以在细节的论述中突出重要信息。

求职目标可以让招聘者轻易地掌握到应聘者是否为其所需。每一份简历最好只针对一个求职目标。在界定求职目标时避免太狭隘, 以免丧失机会。如果应聘者求职范围广泛, 而且兴趣不固定, 最好省略此项, 以免受限而失去其他面试机会。

3. 教育背景 (Education)

这部分内容要列出所接受过的相关培训、教育, 以及所获得的证书。采用倒叙的方式, 从最近的时间往前填。列出学校的名称、地点、所获得的学历、证书、学位, 以及相应的时间、专业或研究领域、所获荣誉。如果还未获得学位, 要在毕业日期前使用“expected”。如果不知道何时毕业, 要在未结束的学位前加上“in progress”。

对于新近毕业的学生来说, 教育背景尤为重要。如果有帮助的话, 在这部分中还可以包括所有课程的平均成绩, 或者是专业平均成绩, 或班级排名。学生也可以考虑将大学阶段与应聘职位相关的4~8门课程单独列出来说明你已具备工作中需要的一些知识。

4. 工作经历 (Workexperience)

要注明所服务机构的名称和地点、服务的起止时间、岗位名称、岗位职责和工作业绩。如果带薪的工作经历比较少, 这部分内容还可以包括相关的义务活动、实习经历, 以及学校中所从事的项目研究工作。

在描述岗位职责时, 要强调你在该岗位所取得的成绩, 以及你在工作中的表现。要明确岗位职责的范围, 例如, 每天要接多少个电话、所处理的问题类型、或者所监管的人员数量。如果你同他人同时参与一个项目, 应该在岗位描述中说明所取得的成绩是团队合作的结果。同时, 也要提及被提拔或职责增加的情况。

具体说明所取得的成绩会给人留下深刻的印象。例如说明你在工作中做出的改进、节省的时间或资金, 以及解决过的任何问题。要将所取得的成绩量化, 例如销售额增加了15%, 成绩为优秀的学生人数增加了20%。

5. 社会活动和团体任职 (Activities and associations)

对于没有丰富工作经验的学生来说, 参与各种各样的社会活动是积累经验的绝好选择。因此, 学生们可以在此项中列出所参与的学校或课外活动, 向未来的雇主展示你们的能力。

这些活动可以包括所参加的团体组织, 学生机构, 或者社区活动。尤其要列出和应聘的职位相关的活动或是可以展现应聘者的勤奋和领导才能的活动。

6. 特殊技能 (Special skills)

如果你拥有专业的计算机, 外语, 或者技术技能, 可以考虑单独列一项来突出这些技能, 尽管有时这些技能和你所要申请的职位没有直接的联系。

7. 荣誉与获奖 (Awards and honors)

这部分包括所获得的正式认可, 例如专业或学术奖励。这部分内容可以放在经历或教育背景中, 也可以置于简历末端。

8. 推荐人 (Reference)

这项内容是可选项。应聘单位没有要求时, 不须主动附上, 但可以在简历末端注明“References available upon request.”。

无论在简历中是否提及推荐人, 应聘者都需要单独准备一份推荐文档在需要时呈现, 并且面试时应随身携带。文档上要给出了解你能力的3~5名推荐者的姓名, 职衔, 办公地址和电话号码。当然, 应该确信这些人同意推荐你。在文档的上部, 写上你的姓名和联系方式, 格式如同简历。

三、选择简历格式

最常见的简历格式有时序式 (chronological) 和功能式 (functional) 。两种格式各有利弊, 应聘者应该选择一种能够充分突出个人所长的格式。

1. 时序式

这是最普遍的一种格式。根据所担任的不同工作来组织安排你的经历。对于有连贯的工作历史或者先前所从事的工作和求职目标密切相关的人来说, 这种格式是最佳的选择。

时序式的简历中列出所从事的职位, 并按时间倒叙排列。每一个职位要注明工作职衔, 单位名称, 工作起止年。接下来描述岗位职责, 以及所取得的成绩。在描述时, 使用短语而不是句子。省略“I”是约定俗成的用法。例如, 应该是“Managed a fund ra is ing c a mp a ig n.”而不是“I ma na g e d a fund ra is ing c a mp a ig n.”每一个短语都使用强有力的动词开始。

在描述工作时要具体但切忌过于详细。雇主们认为每项工作用3~5个短语通常就足够了, 不需要用多于四行的信息描述, 因为大段的文字不便于阅读。如果必须占用更多的空间, 可以将信息分类表达。

简历中最重要的职位占用的空间最多。如果之前所从事的工作和要应聘的岗位不相关, 可以考虑将经历分为两部分:相关工作经历 (relevant experience) 和其他工作经历 (other experie nc e) 。充分地描述相关的工作, 简要地提及其他工作。如果从事过很多工作, 可能不需要提到最早的或是最不重要的工作。

由于时序式强调日期和工作职衔, 对于跳槽者、具有不连续工作经历的应聘者, 或是初聘者而言, 这种格式不是最佳选择。对这些人而言, 功能式是更好的选择。

2. 功能式

功能式简历围绕技能而不是工作职衔来组织经历。这种格式对于有一些工作经历但是所从事过的工作与所要应聘的工作不直接相关的学生而言是理想的选择。按照技能来组织经历能够将所从事的不太相关的工作和求职资质联系起来。例如, 一项收拾餐桌的工作可以与其他职责合起来说明你具有组织和为顾客服务的技能。

采用功能式简历, 需要确定3~4个和求职岗位相关的技能。每一种技能, 用3~5个具体例子加以说明。同样, 在完成这部分内容时要使用动作短语而不是完整的句子。

按照重要性来排列你的技能。你的技能和雇主的需要越接近, 就意味着你越有资格。

功能式的最后一部分是工作经历的简要描述。这部分只需要写工作岗位、公司名字, 以及工作起止时间。如果工作经历中有空缺, 则可以通过求职信来解释, 或者可以填入义务工作、社区服务或者是家庭职责。

四、增加个人风格

如果你的简历引人入胜且易于阅读, 你会给招聘者留下极好的印象。引人入胜的风格会将招聘者的目光吸引到你的资质上。如果你能善待招聘者的眼睛, 他们可能会花更多的时间阅读你的简历, 并且记忆更久。

简历要便于阅读和复印, 用质量好的白色或浅色纸打印。鲜艳的色彩能够引人注意, 但是会给人以不专业的印象。此外, 使用激光打印机, 并且字号大于10。招聘人员不需要费劲的读你的文字。

1. 设计

好的作者能够策略地运用设计元素。黑体、大写字母、居中或者水平线条可以让各级标题醒目。着重号或者斜体可以突出重要成绩。一英寸的页边距, 以及每一部分之间的空白行会让信息更便于阅读。

简历风格要前后保持一致。每一部分的设计元素也要保持一致。例如, 教育背景的标题是粗体、居中, 其他的标题也应该是粗体、居中。同样, 全篇应选择一种字体如Arial或Times New Roma n。

简历制作完成后, 要仔细地检查。确信简历易于阅读, 并且信息均匀地分布在纸张上。可以尝试几种不同的风格, 然后决定最终的选择。

2. 长度

冗长的简历不利于招聘者的阅读和记忆。并且, 鉴于每天能收到大量的简历, 招聘者常常忽略冗长的简历。对于刚毕业的学生而言, 简历通常1页纸;其他有工作经历的人的简历可以1~2页长, 经历非常丰富的人可以是2~3页长。如果你的简历不符合这些规定, 很可能你的简历中有多余的内容和不相关的信息。要删除掉无法证明你能胜任该岗位的信息。

五、校对

应该花时间来准备一份精美的简历。或许你不是胜任每份工作的最佳人选, 但是你的简历会让你在竞争中获得优势。最常见的错误是格式和拼写错误。计算机不能纠正错误使用但拼写正确的词汇。例如“of”还是“on”, “their”还是“there”。希望你的简历能够引人注目, 但是绝不是因为错误。可以让不同的人帮你校对简历, 这样可以很好的避免错误。

在递交简历前, 要了解职位要求。用职位描述中的语言来点缀你的简历, 如果简历中有资历介绍, 一定要对这部分内容予以格外关注。

参考文献

[1]Crosby, Olivia.Résumés, applications, and cover letters.Occupational Outlook Quarterly?Summer2009, 18-29

高效英文简历模板 篇3

一份出色的Resume，是向外企求职的关键之一。不了解有关的常识和程式，不花费相当的心思来展示，光有纯正娴熟的英文功底，并不能获得用人单位的青睐。在一大堆错误百出、英文表达低劣或平庸、毫无针对性和创造性的Resume中，你的那份若能让人眼睛一亮，成功的机会必将大大增加，下面结合一个具体的例子给出说明和评述。

Balance Sheet基本方法

选择要应聘的工作后，必须看清招聘广告上所列出的每项要求，再将自己的学历、能力与兴趣逐一与之比较，作一张balance sheet。

例如，一则关于marketing management trainee和job requirement是这样写的：

We are looking for a competent person to fill the captioned position：

－University graduate major in Marketing Management. Prepared to develop career in the commercial field

－Outgoing personality

－Able to communicate at different levels

－Good knowledge of PC operations

－Proficiency in written and spoken English/Mandarin

那么你相应地考虑自己的qualification的选择和表述，就可以这样写（与上列各项对应）：

－University graduate with major in Marketing

－Having actively participated in Business clubs activities and learned accounting and management

－Good in communication with people and like a lot of out door activities, know how to tackle with people from all walks of life

－Skillful in operating Words, Excel, Lotus1-2-3, etc

－Fluent in English and Mandarin

这个方法的好处是可以让求职者清楚了解该职位是否适合自己，而本身资料又是否切合要求，而且，明白了各项要求后，就可依据每一点在履历表上重点提出自己在该方面的强项。突出卖点(selling point)，将之放在最吸引人的地方，使招聘者一眼可见，有利于present自己。

Work experience工作经验的陈述

工作经验是resume中令招聘者相当感兴趣的一项内容，措词得当是不可忽视的要务。

刚毕业，何来工作经验？其实，读书时的兼职、实习、实践，以至所曾参加的一些课外活动，如：协助出版校刊、举办活动、展览、宣传……都可算是工作经验。不过，表达起来要有针对性地展开，列出那些与所找工作有关的项目重点介绍，必要时更可使用summary的方式，以让招聘者深入地了解。

下面的写法显得相当简陋呆板：

2006/7-2006/8 General Clerk, IBM

2007/7-2007/8 Account clerks, Manley Toy Trading

2008/6-2008/8 Salesgirl, Esprit.

倘能换一种表述如：

Three years of job experience in different positions have offered me opportunity: As a General Clerk (IBM),Accounts clerk (Manley Toy Trading), I have learned how to prepare purchasing orders,place orders, handle accounting matter, check voucher,… also (Salesgirl, Esprit) developing the technique of selling, serving and stocking.

就能更好地突出个人工作经验，吸引招聘者的注意力！

Job objective 事业目标

通常，一般求职者只会在履历表开端简单地写上所应征的职位－Position Applied: Management Trainee或I am applying for... 其实，若懂得利用这小小空间写出自己的事业目标（job objective），更能显示出你对该工作的热爱及憧憬，能令招聘者对你加倍留意。

比如这个不错的例子：

Job objective：

To begin as a Marketing Management Trainee, with opportunity to advance to executive level and contribute to the development of firm.

建筑师 个人英文简历 篇4

FOT 1011

1209 2nd Avenue south

Birmingham, AL 35294

Telephone No: 205-592-1019

Email id: bondjason@gmail.com

Education

Sept 1980 - Dec 1982

Masters of Architecture

ABC University (Oakland, California)

Fall Plan Off competition winner

Graduated with honors

Sept 1975 - June 1979

Bachelor of Environmental Design

XYZ University (Brighton, New York)

Affiliations

Student Body President

New York Future Architect Association (Clinton, New York)

Experience

March 1990 present

Staff Architect

ABC & Son Engineers, (Buffalo, New York)

Residential and commercial design, site inspections, working drawings, MiniCad, renderings.

September 1984 - February 1990

Architectural Assistant

XX & XX Associates (Los Angeles, California)

Model preparation, preliminary design, AutoCAD.

January 1983 - August 1984

Architectural Assistant

XYZ Engineering (San Jose, California)

Responsible for all phases of project planning and design from initial site visit to as built and drafting.

Additional Skills

Computers & Internet

Comfortable in IBM / clone or Mac environments.

Extensive use of Microsoft Office Suite and web design software.

Developed personal and several other web pages.

Knowledge of computer networking that includes prior work with Microsoft NT 4.0 and Novell 3.12, 4.0.

建筑类英文简历 篇5

Personal Information

Position: Electrical(Power)EngineerTel :

Name: GaryDate of Birth: July 3, 1974

Gender: MaleEducation Degree: Bachelor Location: Xipu town, Chengdu ProvinceE-mail:

Political Status: Communist Party member

Major: Electrical Engineering and Automation

Self-evaluation:years’ working experience with more than eight-year primary management experience, seven years’ Power system installation, system operation and maintenance and technological transformation work experience of Large-scale foreign-funded enterprises;Pay attention to the spirit of teamwork and responsible with strong adaptability;Familiar with Office Automation Software.Working experience:

1.2010/10---so far: Texas Instruments---Department of Plant Operations----Electrical Engineers

Taking charge of the electrical equipment maintenance and management of 110KV * 50000KVA power supply system, UPS, generators, elevators and CCTV access control system etc.Being responsible for the power dispatch and electricity management of the Power Supply Bureau，power system maintenance, improvement and system expansion design continuously, with practical experience of engineering design and construction management on the supply and distribution electric power system.For example, assistance in the Road Two 110KV power construction management.I also developed maintenance OI for system and put into practice preventive maintenance.2.2006/10---2010/10: Semiconductor Manufacturing International(Chengdu Cension Semiconductor Manufacturing Co., Ltd.)----Department of Plant Operations----Electrical Engineers

I participated in an installation and commissioning of power system engineering for nearly half a year ,operation and maintenance the power system for four years.I have extensive experience of operation and maintenance on 110KV * 50000KV supply and distribution system.I also have some experience in electrical engineering field construction management and electrical technical innovation.With the constant improvement of power system, a successful engineering design and construction management of the power system needs practical experience.For example, I was responsible for 400KVA UPS relocation design and project management,lighting projects of Phase II , etc.3.2005/05---2006/09: China Southern Glass Holding Co.,Ltd.(CSG)---the Department of Electrical and Mechanical Services-----Electrical monitor

After four months training in the Shenzhen CSG with the new employees, I assisted to the work of 10KV * 8000KVA * 4 power system maintenance, equipment management、installation、commissioning and acceptance.After putting into operation, I lead the team to concentrat on the preventive maintenance work, maintaining normal running of the supply-distribution power system and the German GRENZEBACH fully automated production lines of electrical equipment.At the same time, I help to improve and transform the technological of the system project.4.1995/07---2005/04:Cotton Textile Factory of Bazhong in Sichuan----Production Technology Division----Supervisor of engineering / facility

I responsible for daily management of the workshop、boiler group、the electrical group、machine repair group and the whole factory equipment.I organized and implemented a technical renovation project of 20 units spinning machine and ancillary equipment successfully, I was also responsible for two DZL4-1.25-A2 boiler installation and commissioning works, designing and organizing the relocation project of 4* 630KVA/10KVA high pressure oil switch machines independently.So I have accumulated prolific experience in engineering design and construction management

Educational background:

1.2007/10---2010/01 Sichuan University.Electrical engineering and automationupgrade from junior college student to uniersity student

2.1992/09---1995/07 Chengdu Textile College.Electrical Technology Technical or Mechanical Degree

Training experience:

1.2010/11Chengdu Electric Power Training Center.The training of power on / off contact qualification certificate

2.2010/03Chengdu Electric Power Training Center.The training of high voltage electrician receives net work permit

3.2006/11---2006/12 Sichuan Province labor and social security hall senior electrician skill training

建筑类英文简历 篇6

JANET T. MONOHAN

226 Sunnyway Lane Princeton, Nj 14562 (609)123-4567

QUALIFICATIONS:

-Over 25 years secretarial/administrative experience.

-Skills：Typing (65 wpm), Dictaphone.Multi-line Phones/Switchboard, Ten key (110 kspm) Digital DECmate computer,bookkeeping, credit checks, statistical typing.

Extensive business experience including accounting firms, legal firms, financial firms, insurance companies, transportation companies, medical environments, government agencies and non-profit groups.

Offer common sense, ability to take initiative, quality orientation and the ability to see a job thorough.

Outstanding communications skills... Extremely hardworking and dedicated.

EMPLOYMENT:

MARSTON CONVENT, Laramie,WY, 1988-Present

Receptionist

-Answer phone, greet visitors and provide information, tours, and literature. Record and monitor thank-you notes for all received donations. Perform light typing, filling, and word processing.

WYOMING PUBLIC TELEVISION,Laramie,WY, 1987-1988

Telemarketer

-Solicit donations.Monitored the ordering of informative pamphlets,placards,buttons,tee-shirts,etc.

RINALDO RANCH,Laramie,WY, 1983-1988

Secretary

-Provided word processing,customer relations,some accounts payable processing. Implemented new system for check processing,increased prompt payment of client bills.

WOMANPOWER INC.,Laramie,WY, 1975-1983

Secretary

Acted as liaison between public and CEO.

STATE HEALTH COALITION,Laramie,WY,1965-75

Statistical Typist

-Prepared health record documentation of infectious disease patients at State hospital.Managed training of new hires.

EDUCATION:

TRAINING,INC.,Boston,MA,1965

An office careers training program in bookkeeping, typing,reception, word processing, and office procedures.

ST.JOSEPH’S ACADEMY,Portland,Maine

建筑类英文简历 篇7

The so-called long-short-pile composite foundationis a foundation treatment method of combining two or more than two different lengths of vertical reinforcement with soil among piles to share the upper loads.The long-short composite foundation is a kind of composite foundation that can not only improve the bearing capacity,but also decrease the settlement.Its generation can be attributed to the theory and technology development of composite foundation in recent years[1,2].Long and short piles can be made by combining different materials (such as reinforced concrete,plain concrete,lime soil and crushed stone etc.)[3,4].The following is a case of applying two different lengths of composite piles,CFG piles and two lime piles (mixing flyash into quicklime),into a high-rise building.

1 Project Situation

There is a high-rise commercial and residentialbuilding with podium inZhengzhou.Its plane shape is rectangular,about 81.0 m long from east to west and18.0 m wide from south to north.The building has 30storeys on the ground and 1 underground,with shear wall structure and raft foundation.The relative elevation of the raft bottom is-6.76 m and the foundation plate is 1.0 m thick.The raft is placed on the layer②silt.The underground water is about 1.0 m below the natural ground.Because the soil of the layer②silt is in moderate liquefaction and its bearing capacity can't meet the requirements of upper structures,the treatment method of long-short-pile composite foundation for the whole foundation is selected to combine CFG piles with two lime piles.The lime piles are 400mm in diameter,and 7 m long,with the end into the layer②silt,while the CFG piles are also 400 mm in diameter,and 18 m long,with the end into the layer④medium sand.The interval between those piles is 1 200 mm.

According to Engineering Geologic InvestigationReport on this site,the typical engineering geologic,physical and mechanical indexes are just as shows Table 1.

2 Design of Long-short-pile Composite Foundation

According to the upperstructural design require-ments,the characteristic value of bearing capacity of two-lime-pile and CFG-pile composite foundation should be no less than 480 kPa.For a single CFG pile,the characteristic value of bearing capacity should be up to 550 kN.

Note:Es refers to modulus of compression in the pressure range from self-weight stress to the summation of self-stress and superimposed stress neededby settlement calculation.

2.1 Design Calculation of the Bearing Capacity of Composite Foundation

The formula to calculate the bearing capacity ofcomposite foundation is[5]:

In this formula,m1,m2 mean the replacement ra-tios for long piles and short piles respectively,andβ1,β2 refer to strength reduction factors for short piles and soil between them respectively.Ra1,Ra2 are the characteristic values of the vertical bearing capacity of a single long and short pile respectively,which is determined by the static load test or the bearing capacity of a single pile which is decided by pile body strength.Ap1,Ap2 are the cross sectional areas of long and short piles respectively,while fspk,fsk refer to the characteristic values of the bearing capacity of composite foundation and soil between piles respectively.

In the optimum design,the floor plan of the wholefoundation piles is shown in fig.1.The interval between piles is 1 200 mm,and the replacement ratios of the long and short piles are m1=m2=0.087.

2.1.1 Calculated the characteristics Value of the ver-tical bearing capssity

According to Technical Code for Ground Treat-ment of Buildings (JGJ79—2002)(Code for Ground Treatment for short),the formula to calculate the characteristic value of the vertical bearing capacity of a single CFG pile is[6]:

Please see Code for Ground Treatment for themeaning of each symbol in the formula.The calcula-tion result is Ra1=628.3 kN.

2.1.2 Design of two lime piles

From Code for Ground Treatment,we can see thatthe proportionate limit of the compressive strength of two lime pile body is among 350～500 kPa.Here it takes 450 kPa,and can calculate the bearing capacity of a single two lime pile Ra2=56.5 kN by use of the cross sectional area of the pile body.

2.1.3 Calculation of the characteristic value of the bearing capacity of long-short-pile composite foundation

Putting the calculation result into the formula(1),the result is fspk=567 kPa.Here it takes 0.8 as strength reduction factors for both short piles and soil between them.This shows that the result can meet the design requirements.

2.2 Settlement Calculation of Composite Founda-tion

2.2.1 Calculation Diagram

Fig.2 is the illustration of settlement calculation.Along the vertical direction,the settlement region can be divided into three parts:long-short-pile area H1,long-pile area H2 and underlying stratum area H3.The superimposed stress in the foundation bottom is p0=370 kPa.

2.2.2 Settlement calculation

In engineering practice,the settlement of eachpart can be calculated according to the suggested method in Code for Design of Building Foundation (GB50007一2002).The formula to calculate the settlement of long-short-pile composite foundation is[7]:

In this formula,sc is calculated settlement;sH1,sH2,sH3are calculated settlement for each area H1,H2and H3 respectively;ψis empirical coefficient of settlement calculation;Espi is multi-modulus of natural stratum and piles,or modulus of natural soil;zi,zi-1 are the distance from the foundation bottom to the Stratum i-1 bottom respectively;are the average coefficient of superimposed stress in the range from the calculation point of the foundation bottom to the Stratum i bottom respectively;n1,n2,n3 are the number of stratum in each area H1,H2 and H3 respectively.

The formula to calculate the multi-modulus Esp1,Esp2 for Area H1,H2 respective is as follows:

In the formula,Ep1,Ep2,Es are modulus of com-pression for long piles,short piles and natural soil respectively.

The progress to calculate the multi-modulus andsettlement can be seen in table 2 and table 3.

Notes:②A is the part of short piles into the layer②silt;②B is the otherpart of the layer②silt;④A is the part of long piles into the layer④medium sand;④B is the other part of the layer④medium sand.

According to Code for Design of Building Founda-tion,the calculation depth zn of foundation settlement should meet the following conditions:the calculated settlementΔs'n which is based on the depth Im above zn should meet the requirements of the following formula:

When the calculation reaches the bottom of layer⑧cobble,the requirements of settlement calculation are met.The total settlement is.

In the formula,the value ofψcan be looked into Code for Design of Building Foundation in accordance with the equivalent valueMPa of the modulus of compression.

3 Composite Foundation Test

(1) The Q-s curve of vertical static loading test ofa single CFG pile is shown in fig.3.

(2) The p-s curve of loading test of CFG singlepile composite foundation is shown in fig.4.The size of the test bearing plate is 1.44 m.

(3) The two lime pile body takes the dynamicpenetration test (DPT),and the soil between piles takes the standard penetration test (SPT).The test results of DPT indicate that the compactness of the shallow part of the two lime pile body is non-homogeneous,while the pile body in the depth range of 0～1.3m is slight denser.The other part of the pile body is in range between medium density and state of density.Through testing and calculation of soil between piles,it can be seen that the site liquefaction within the depth of 20 m is basically eliminated.

(4) The testing data show that,the characteristicvalue of the vertical compressive bearing capacity of a single CFG pile is 583 kN,which meets the design requirement;the characteristic value of the bearing capacity of composite foundation of a single CFG pile is544 kPa,which also meets the design condition;the site liquefaction within the depth of 20m is basically eliminated.

4 Comparison of Actually Measured Settlement Data with the TheoreticallyCalculated Results

Throughout external wall of the whole building,16 observation points are distributed evenly.The settlement data of them are basically uniform.The actually measured data are shown in table 4,smin is the minimum accumulated settlement,smin is maximum accumulated settlement and 5AVG is average settlement.

From table 4,it can be seen that till the wholestructure is completed,the actually measured average settlement is 31 mm,bigger than the theoretical calculated value of 19.3 mm.It shows that the theoretical calculation is related to the settlement experience parameter.Its selection must be verified by a large number of practical engineering.

5 Conclusion

(1) It is workable to deal with the liquefactionfoundation of high-rise building by the long-short-pile composite foundation technology,which combines CFG piles with two lime piles.This method can eliminate the site liquefaction and meet the requirement of bearing capacity and settlement.

(2) It is simple and feasible to calculate the set-tlement of the long-short-pile composite foundation by using the suggested methods in the current code,but the selection of the settlement experience parameterψis still needed to be verified by lots of practical engineering.

摘要：介绍了长短桩复合地基在一栋30层的高层建筑液化地基处理中的应用实例。长短桩由水泥粉煤灰碎石桩(CFG桩)和二灰桩组合而成。提出了复合地基承载力与沉降的设计计算方法,并且把承载力与沉降的计算值与实测值做了对比。结果表明,这种方法消除了地基的液化现象,满足了上部结构对地基承载力和沉降的要求,说明该计算方法是可行的。

关键词：长短桩,复合地基,高层建筑,液化土层,承载力,沉降

参考文献

[1] Ge Xinsheng,Gong Xiaonan,Zhang Xianming.Finite element analysis on design and calculation method of long-short-pile composite foundation.Journal of Building Structures,2003;24(4):91—96

[2] Ottaviani M.Three-dimensional finite element analysis of vertical loaded pile groups.Geotechnique,1975;29(2):159—174

[3] Deng Chao,Gong Xiaonan.Application of long-short-pile composite foundation in high-rise buildings.Building Construction,2003;25 (1):18—20

[4] Ge Xinsheng,Gong Xiaonan,Bai Xiaohong.Numerical analysis of compound pile foundation under tall building.Chinese Journal of Geotechnical Engineering,2003;25(6):758—760

[5] Gong Xiaonan.Composite foundation theory and engineering application. Hangzhou;Zhejiang University Press,2002

[6] JGJ 79—2002,Technical code for ground treatment of buildings. Beijing:China Building Industry Press,2002