本文介绍了通过原位深层平板载荷试验测求深层土的变形模量的方法。
The approach of determining deformation modulus of deep soil by deep plate load test is introduced herein.
分别采用室内回弹试验、野外平板载荷试验和堆载试验，综合确定土体的再压缩模量；
The synthesized reload modulus was confirmed by resilience test, plate loading test, and large scale bearing test. The replacement foundation modulus was ensured by the method of equivalent-stiffness.
对于基坑平板载荷试验承载力如何取值的问题进行了讨论，并对其试验方法及资料整理进行了探讨。
How to determine the bearing capacity for foundation-pit by the plate loading test is discussed, and its testing method and data processing are discussed, too.
基于离心模型试验结果，提出基础尺寸效应修正式和承压板尺寸换算式，对平板载荷试验结果进行修正。
According to the centrifugal test results, the corrected formulas of scale effect and plate size were introduced and the results of plate loading tests were modified.
介绍自平衡法深层平板载荷试验原理、试验设备及试验方法，并将其与传统单桩静荷载试验进行效益对比分析。
It introduces the principle, equipment and method of deep plate loading test by self-balance method, and compares it with the traditional loading test of single pile.
浅谈对平板载荷试验基本概念及原理的认识，阐述其在实际运作中存在的局限性，结合部分工程实例提出几点看法和建议。
This article explains the basic conception and fundamental of flat plate load experiment and its limitation in practical work. The author is given suggestion through some. Engineering examples.
在试验室模拟路基现场的工况，建立平板载荷试验模型，进行了地基系数与载荷板尺寸的相关性试验，并与理论公式进行了对比。
The experiment on the correlation between coefficient of foundation and size of loading plate is performed on experimental model of planar load test in lab, which can model field situation of roadbed.
在试验室模拟路基现场的工况，建立平板载荷试验模型，进行了地基系数与载荷板尺寸的相关性试验，并与理论公式进行了对比。
The experiment on the correlation between coefficient of foundation and size of loading plate is performed on experimental model of planar load test in lab, which can model field situation of roadbed.
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