首页> 外文OA文献 >基坑围护钻孔咬合桩变形模式研究Study on Deformation Model of Secant Boring Pile in Foundation Pits

【2h】

基坑围护钻孔咬合桩变形模式研究Study on Deformation Model of Secant Boring Pile in Foundation Pits

机译：基坑围护钻孔咬合桩变形模式研究Study on Deformation Model of Secant Boring Pile in Foundation Pits

代理获取

本网站仅为用户提供外文OA文献查询和代理获取服务，本网站没有原文。下单后我们将采用程序或人工为您竭诚获取高质量的原文，但由于OA文献来源多样且变更频繁，仍可能出现获取不到、文献不完整或与标题不符等情况，如果获取不到我们将提供退款服务。请知悉。

页面导航

著录项
引文网络
相似文献
相关主题

著录项

作者
刘更宁;
展开▼
作者单位

展开▼
年度 2013
总页数
原文格式 PDF
正文语种
中图分类

相似文献

外文文献
中文文献
专利

1. Effects of liquefaction-induced large lateral ground deformation on pile foundations [J] . WANG Yan-li, CHENG Zhan-lin, WANG Yong 中南大学学报（英文版） . 2013,第009期
2. A Method for the Damage Detection of Pile Foundation in High-Pile Wharf Based on A Curvature Mode Deletion Model [J] . WANG Qi-ming, ZHU Rui-hu, ZHENG Jin-hai, 中国海洋工程（英文版） . 2020,第006期
3. Spring constitutive model of rigid pile composite foundation and application in design of raft foundation [J] . HAN Xiao-lei, XIAO Cheng-an, LI Jia-xuan, 中南大学学报（英文版） . 2013,第004期
4. A Study on the Mechanisms of Interaction between Deep Foundation Pits and the Pile Foundations of Adjacent Skewed Arches as well as Methods for Deformation Control [J] . Cui Kai, Feng Jun, Zhu Chengyong Complexity . 2018,第1期

机译：深基坑与邻近斜拱桩基相互作用的机理及变形控制方法研究
5. A Study on the Mechanisms of Interaction between Deep Foundation Pits and the Pile Foundations of Adjacent Skewed Arches as well as Methods for Deformation Control [J] . Cui Kai, Feng Jun, Zhu Chengyong Complexity . 2018,第2期

机译：深基坑与相邻偏置拱桩桩基础的相互作用机制研究以及变形控制方法
6. Study on the Design Method for the Deformation State Control of Pile-Anchor Structures in Deep Foundation Pits [J] . Sun Jinkun, Wang Senping, Shi Xinjun, Advances in civil engineering . 2019,第PTa14期

机译：深基坑桩桩结构变形状态控制设计方法研究
7. 南京地铁某车站深基坑开挖围护结构的变形分析 [C] . 胡俊, 沈鑫国, 韩宏超 Proceedings of the 5th international forum on opto-electronic sensor-based monitoring in geo-engineering . 2014

机译：南京地铁某车站深基坑开挖围护结构的变形分析
8. Centrifuge modeling of pile foundation response to liquefaction and lateral spreading: Study of sand permeability and compressibility effects using scaled sand technique. [D] . Gonzalez, Marcelo Alejandro. 2008

机译：桩基础对液化和横向扩展的离心模型：利用定尺砂技术研究砂的渗透性和可压缩性。
9. Study on the earth pressure of a foundation pit adjacent to a composite foundation with rigid-flexible and long-short piles [O] . Yuancheng Guo, Shaochuang Gu, Junwei Jin, 2021

机译：刚性柔性长桩与复合地基附近的基坑接地压力研究
10. Effects of base grouting and deep cement mixing on deep foundation bored piles at Marina Bay Financial Centre and a study on the geotechnical design parameters for deep foundation bored piles in various soil formations in Singapore [O] . Ching Guan Kee 2016

机译：基地灌浆和深层水泥混合对滨海湾金融中心深基坑钻孔桩的影响及新加坡各种土壤岩土钻孔桩岩土设计参数研究
11. Development of Design Procedures for Estimating Capacity and Deformation of Pile Groups. Volume 4. A Centrifugal Study of Axially Loaded Model Piles and Pile Groups in Reid-Bedford Sand [R] . Kofoed, N., Bloomquist, D., Townsend, F. C., 1990

机译：桩群容量和变形估算设计程序的开发。第4卷。里德贝德福德砂中轴向荷载模型桩和桩群的离心研究

基坑围护钻孔咬合桩变形模式研究Study on Deformation Model of Secant Boring Pile in Foundation Pits

著录项

引文网络

相似文献

相关主题

期刊订阅