method of piling造句
例句與造句
- Question about reliability of self - balanced method of pile bearing capacity
樁承載力自平衡法的可靠性之質(zhì)疑 - Design technique and construction method of pile rock blasting of high - rise building foundation
高層建筑基樁巖石爆破設(shè)計與施工技術(shù) - Constructive method of pile foundation under karst double layer geology and common situations handling
巖溶夾層地質(zhì)樁基施工方法及常見情況處理 - Now the most available method of pile integrity testing is low strain pile integrity test ( lspit )
目前為檢測其樁身完整性應(yīng)用最多的方法是低應(yīng)變反射波法。 - Abstract : the paper mainly describes the method of piling in pilot tunnelused in construction of the principal part of dongdan subway station in beijing
文摘:主要介紹北京地鐵東單車站采用洞樁支承法進(jìn)行車站主體工程施工的方法。 - It's difficult to find method of piling in a sentence. 用method of piling造句挺難的
- In this paper , the simplified analysis method of pile - raft foundations considering interactions of soil - pile - raft and the basic principles of the finite element method are explained
本文首先闡述了考慮土?樁?筏相互作用的樁筏基礎(chǔ)簡化分析方法和有限單元法的基本原理。 - Then , the paper introduced the method of piling up inference rules , with computer simulation experiments combined with direct trial run
本文介紹了采用仿真實驗和直接試車試驗相結(jié)合，積累經(jīng)驗控制規(guī)則的方法，并且給出了模糊控制器和整個模糊控制系統(tǒng)的計算機(jī)仿真與輔助設(shè)計方法。 - With the development of construction techniques and design methods of pile foundations , it ' s also important to put more emphasis on the study of design theories , construction techniques and treatment methods for pile foundations in karst region
隨著樁基施工技術(shù)與設(shè)計方法研究的不斷深入，巖溶地區(qū)橋梁樁基的設(shè)計理論、施工技術(shù)及處治方法的研究也日益重要。 - Referring to the current study of cast - in - situ piles with expanded branches and plates and methods of pile foundation analysis , the paper makes a thorough research on the bearing and deformation behavior of vertically loaded piles with expanded branches and plates
本文基于已有的擠擴(kuò)支盤樁研究成果及樁基荷載傳遞理論，通過現(xiàn)場載荷試驗、荷載傳遞法和有限單元法，對豎向荷載作用下擠擴(kuò)支盤樁單樁和群樁的承載變形特性分別進(jìn)行了研究。 - That causes new problems of construction on making use of or abandon old basis structure . based on the characteristics of the bridge foundation , this paper in detail introduces the design of construction procedures , construction methods and technological process for large temporary structures in foundation construction and driven or pull out steel casing pipe etc , which are seldom meet in common bridge construction . about digging and con struction of foundation piles , dynamic detection method of pile foundation etc . are also introduced and analysized
由于設(shè)計的變更，前期已施工的基礎(chǔ)結(jié)構(gòu)與修改后的結(jié)構(gòu)有較大差異，給施工帶來舊基礎(chǔ)利用和廢棄處理等新問題，本文針對該橋的基礎(chǔ)特點，詳細(xì)介紹了基礎(chǔ)施工中大型臨時結(jié)構(gòu)、打拔鋼護(hù)筒等一般橋梁施工中很少遇到的施工工序的設(shè)計、施工和工藝問題，對于基樁的開挖和施工、樁基的動態(tài)方法檢測等問題也作了詳細(xì)介紹和分析。 - In this paper , the design method of pile raft foundation in soft soil is studied , especially the method for analysis of pile raft foundation by using geddes " stress formula , some problems which exist in application are discussed and resolved . the paper also compares this method with traditional national code of pile foundation design ( ncpfd )
本文對樁筏基礎(chǔ)的工作性狀進(jìn)行了研究，著重分析了新規(guī)范中用geddes解分析樁筏基礎(chǔ)內(nèi)力和沉降的方法，探討和解決了在實際應(yīng)用過程中還存在的一些不完善的地方，并將它與傳統(tǒng)的幾種分析方法進(jìn)行了比較。 - In the paper , the calculation theories and study methods of pile group foundation are reviewed , and the in - situ data of individual piles are analyzed , the transmission characteristic of load , the bearing behavior and the influencing factor of individual piles are discussed . the model test of pile group foundation is made , and the bearing behavior , the pile - soil interaction , the effect coefficient of vertical bearing capacity of pile group and so on are analyzed too , the comparison between model testing result and existing achievements in research are made
本文回顧了樁基礎(chǔ)的計算理論和研究方法；分析了基樁現(xiàn)場試驗結(jié)果，討論了基樁的荷載傳遞規(guī)律、承載力的特性及其影響因素；進(jìn)行了群樁的模型試驗研究，對群樁的承載力特性、樁土共同作用、群樁效率等進(jìn)行了分析和探討，并將試驗結(jié)果與現(xiàn)有的研究成果進(jìn)行了比較分析；對群樁的豎向承載性狀進(jìn)行了三維有限元分析。 - At the same time , the contrast program pri ( pile raft interaction ) , according to the interaction theory without soil consolidation , has been programmed too . the results of cpri agree with that of pri when time is long enough , which indicates that the method of pile - soil - raft interaction considering soil consolidation is correct
當(dāng)考慮固結(jié)時間充分大時， cpri和pri兩程序的計算結(jié)果吻合，從而驗證了考慮土體固結(jié)的樁?土?承臺共同作用理論的正確性，初步實現(xiàn)了考慮土體固結(jié)共同作用的全過程分析。 - The rule of settlement and pore stress is educed too . then it is compared with the case which is found in site . finally , the paper studies the computing method of pile to soil stress ratio of rigid pile composite foundation with cuhion , and these conditions are thought that the top of pile pierce into cushion and the bottom of pile pierce into underlayer . lt is assumed that the cushion is ideal elastic mass and ideal elastic - plastic mass , then the formula is developed and all parameters " effects to stress ratio of pile to soil are discussed
最后，推導(dǎo)出了帶墊層的剛性樁復(fù)合地基樁土應(yīng)力比的計算公式，這個公式將墊層分為彈性體和理想彈塑性體兩種情況分別進(jìn)行推導(dǎo)，考慮剛性樁刺入墊層和下臥層的情況，并對公式進(jìn)行了分析，得出了在剛性樁復(fù)合地基中樁土應(yīng)力比隨著墊層模量和樁模量的增大而增大，但都有一極限值，隨樁間土模量的增大而減小，也有一極限值。