中文名 | 高層建筑沉降計算——理論與應(yīng)用 | 出版社 | 科學(xué)出版社 |
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Settlement Calculation on High-Rise Buildings——Theory and Application
xiangfu Chen 著 |
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2011年2月出版 |
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定價:100.00 |
語種:英文 |
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標(biāo)準(zhǔn)書號:978-7-03-024336-2 |
裝幀:精裝 |
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版本:第一版 英文版 |
開本:16開 |
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責(zé)任編輯:童安齊 |
字?jǐn)?shù):400千字 |
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讀者對象:本科以上文化程度 |
頁數(shù):430 |
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書類:理論專著/應(yīng)用技術(shù) |
冊/包: |
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編輯部:技術(shù) |
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《Settlement Calculation on High—Rise Buildings: Theory and Application》 discusses,for the first time,the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-risebuildings with a height ofl00m一420m.Rigorously reviewed,this book provides a number of useful methods and a unique practical perspective on settlement calculation of high.rise buildings.It covers soft soil constitutive model and computation parameters、the theory of soilstress and strain.and new methods of settlement calculation in super long pile and space-varying rigidity group piles,box(raft),pile-box(raft),diaphragm wallpile-box(raft)and rock foundation on high-rise buildings.
This book is a useful design and construction resource for scientists and engineers,as well as for professionals in structural mechanics and geotechnical engineering. 2100433B
沉降計算點和鉆孔的位置不一定重合,也不需要重合??碧娇椎牟贾?,鉆探取土孔的布置原則并不是按沉降計算點的位置來布置的,也不可能每個沉降計算點都鉆探取土作試驗。對于同一地質(zhì)單元的土層,應(yīng)該將各個鉆孔的壓縮...
這個問題要分三種情況來討論。要看你想計算基底以下哪一點的沉降量了。 第一種,如果是計算巨型基礎(chǔ)底面拐角的沉降量,可直接按照基礎(chǔ)長寬比查規(guī)范,用附加應(yīng)力乘以相應(yīng)的系數(shù)。?????????????????...
高層建筑沉降觀測的規(guī)范要求 變形控制測量 5.1 一般規(guī)定 5.1.1 &nb...
格式:pdf
大?。?span id="9h16lmj" class="single-tag-height">589KB
頁數(shù): 3頁
評分: 4.6
應(yīng)用多種理論計算方法對青島某大廈工程進(jìn)行了沉降計算,提出當(dāng)基礎(chǔ)持力層為中風(fēng)化花崗巖時,采用剛性箱(筏)基的彈性力學(xué)方法得到的沉降值與實測值相符合,該計算方法對于提前預(yù)測及合理解決超高層建筑物不均勻沉降具有一定的工程應(yīng)用價值.
格式:pdf
大?。?span id="xlijkdn" class="single-tag-height">589KB
頁數(shù): 2頁
評分: 4.5
高層建筑如采用天然地基筏形基礎(chǔ),由于上部結(jié)構(gòu)和地基基礎(chǔ)共同作用,基礎(chǔ)剛度很大,故應(yīng)按大型剛性基礎(chǔ)和采用靜載試驗確定的變形參數(shù)計算最終沉降量,并按壓縮層深度內(nèi)的持力層和下臥層物理力學(xué)綜合性狀來確定地基承載力。
內(nèi)容介紹
《高層建筑沉降計算:理論與應(yīng)用(英文版)》內(nèi)容簡介:Settlement Calculation on High—Rise Buildings Theory and Application discusses,for the first time,the latest developments in settlement calculation theory and case studies including analysis and research results for more than thirty high-risebuildings with a height ofl00m一420m.Rigorously reviewed,this book provides a number of useful methods and a unique practical perspective on settlement calculation of high.rise buildings.It covers soft soil constitutive model and computation parameters、the theory of soilstress and strain.and new methods of settlement calculation in super long pile and space-varying rigidity group piles,box(raft),pile-box(raft),diaphragm wallpile-box(raft)and rock foundation on high-rise buildings.
This book is a useful design and construction resource for scientists and engineers,as well as for professionals in structural mechanics and geotechnical engineering.
2100433B
This work is subject to copyright.All right are reserved,whether the whole or part of the material is conerned,specifically the rights of translation,repringting,reuse of illustrtions,recitation。
1 Introduction
2 Practical Models and Parameters for Settlement Calculation of Deep Foundation of Super High-Rise Buildings on Soft Subgrade
3 Mechanics in the Study on Deep Foundation Settlement of Super High-Rise Buildings
4 Theoretical Analysis of Subgrade Deformation of Deep Foundations of Super High-Rise Buildings
5 Settlement Calculation Methods and Case Studies of Box and Raft Foundations of Super High-Rise Buildings
6 Research on Settlement Calculation Method of Super-Long Pile Foundation
7 New Design Method for Space-Varying Rigidity Pile Group with Equal Settlement
8 Settlement Analysis and Case Study of Diaphragm Wall and Friction Pile-Box (Raft) Foundation on Super High-Rise Building
9 Settlement Analysis and Case Study on Rock Foundation and Combined Diaphragm Wall-end-Bearing Pile-Box (Raft) Foundation
10 Forecast and Suggestion of Research on Settlement Calculation
Acknowlegments
Name Index
Subject Index
The Mechanism for Calculation of Foundation Settlement 2100433B