首页> 外文OA文献 >THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE SYSTEM «BASEMENT - PILE FOUNDATION – STRUCTURE» CONSIDERING SWELLING PROPERTIES OF SOILS

【2h】

THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE SYSTEM «BASEMENT - PILE FOUNDATION – STRUCTURE» CONSIDERING SWELLING PROPERTIES OF SOILS

机译：考虑土壤膨胀性能的系统«地下桩基础结构应力 - 应变状态分析

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
I. V. Khrapatova; O. V. Krotov;
展开▼
作者单位

展开▼
年度 2017
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. Stress-strain state of the "combined tower-reinforced concrete foundation-foundation soil" system for high-rise structures [J] . Levon Mailyan, Serdar Yaziev, Linar Sabitov, E3S Web of Conferences . 2020,第10期

机译：高层结构“联合塔钢筋混凝土基础土”系统应力 - 应变状态
2. A lumped parameter model for time-domain inertial soil- structure interaction analysis of structures on pile foundations [J] . Carbonari Sandro, Morici Michele, Dezi Francesca, Earthquake Engineering & Structural Dynamics . 2018,第11期

机译：桩基结构时域惯性土-结构相互作用分析的集总参数模型
3. Three-Dimensional Soil-Foundation-Superstructure Interaction Analysis of Nuclear Building Supported by Combined Piled-Raft System [J] . Patil Girish, Choudhury Deepankar, Mondal Apurba International journal of geomechanics . 2021,第4期

机译：桩 - 筏系统支撑核建筑三维土基础 - 上层建平分析
4. Soil-Structure Interaction Analysis of a Large Diameter Tank on Piled Foundations in Liquefiable Soil [C] . Frederick F. Tajirian, Mansour Tabatabaie, Pramod Rao International conference on case histories in geotechnical engineering . 2019

机译：液化土壤中桩基上大直径水箱的土-结构相互作用分析
5. DYNAMIC ANALYSIS OF SOIL-PILE-STRUCTURE SYSTEMS. [D] . OSTADAN, FARHANG. 1983

机译：土-桩-结构系统的动力分析。
6. Numerical analysis for the vertical bearing capacity of composite pile foundation system in liquefiable soil under sine wave vibration [O] . Huang Zhan-fang, Xiao-hong Bai, Chao Yin, 2021

机译：正弦波振动下液化土复合桩基系统垂直承载力的数值分析
7. COLLAPSE MECHANISM OF STEEL PILES IN LIQUEFIED SOIL BASED ON CENTRIFUGAL TESTS OF SUPERSTRUCTURE-PILE FOUNDATION AND LIQUEFIED SOIL SYSTEM WITH HIGH HEIGHT-TO-WIDTH ASPECT RATIO OF BUILDING [O] . Yoshihiro KIMURA, Moeko MATOBA, Shuji TAMURA 2021

机译：基于超高度宽度纵横比的超大桩基与液化土壤离心机液化土钢桩在液化土壤中的折叠机制

THE ANALYSIS OF THE STRESS-STRAIN STATE OF THE SYSTEM «BASEMENT - PILE FOUNDATION – STRUCTURE» CONSIDERING SWELLING PROPERTIES OF SOILS

著录项

引文网络

相似文献

相关主题

期刊订阅