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著译者:乔京生,版次:第一版,出版时间:2016-06,开本:小16开,出版单位:中国建筑工业出版社,装帧:平膜,标准书号:978-7-112-19233-5。内容简介:本文以模型试验和数值模拟为基础,对传统复合地基及变刚度复合地基在竖向荷载作用下的力学性状进行分析研究,主要完成工作如下:1.完成模型试验14组,对改变桩长和褥垫层厚度的单桩、群桩复合地基及变刚度复合地基在竖向荷载作用下的内力及变形进行了量测和记录,试验揭示了桩土相互作用、荷载传递过程、应力分布特点、沉降变形等规
Author: Qiao Jingsheng, Version: First Edition, Date of Publication: 2016-06, Folio: Small 16 open, Publisher: China Building Industry Press, Fitting: Flat film, ISBN: 978-7-112-19233 -5. Based on the model test and the numerical simulation, the mechanical properties of the composite foundation and the composite foundation with variable stiffness under vertical load are analyzed and studied. The main work is as follows: 1. Complete 14 sets of model tests, Length and cushion thickness of single pile, group pile composite foundation and variable stiffness composite foundation under the vertical load of the internal forces and deformation were measured and recorded, the test reveals the pile-soil interaction, load transfer process, stress Distribution characteristics, settlement and other regulations