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一、前言各国学者对土体的固结变形作了不少研究。南京水利科学研究所于1975年开始研究软土地基因结变形耦合问题的计算,其后并对土的计算模式作了修改,编成《软土地基弹塑性固结变形计算机程序——CONDEP》。1979～1980年间,笔者在浙江北仑港矿石堆场砂井地基中进行了较完整的现场观测,取得了较丰富的资料。本文结合北仑港工程就砂井地基进行弹塑性固结变形分析,并与原型观测结果对比。
I. INTRODUCTION Scholars from various countries have done a lot of research on consolidation and deformation of soil. In 1975, the Nanjing Institute of Water Resources began to study the coupling problem of genetic deformation of soft land, and then revised the calculation model of soil, and compiled the “Condep Computer Program for Elastoplastic Consolidation of Soft Soil Foundation”. Between 1979 and 1980, the author conducted relatively complete on-site observations at the sand well foundation of the ore storage site in Beilun Port, Zhejiang Province, and obtained relatively abundant data. This paper analyzes the elasto-plastic consolidation deformation of the sand-well foundation in conjunction with the Beilun Port project and compares it with the prototype observations.