介绍了工程中常用的复合地基型式、复合地基承载力和沉降计算实用方法。
Type of composite foundation, practical methods to calculate the bearing capacity and settlement of composite foundation were introduced.
文中提出的承载力取值和沉降计算是一套适合于我国大直径扩底桩的设计方法。
The way to value the bearing capacity and settlement calculation given herein are fit for the design of large diameter belled pile in China.
计算了桩基单桩承载力，用两种方式计算了桩基附加应力和沉降量，并对沉桩动阻力差异原因进行了分析。
Pile's capacity is computed, and two modes are adopted to compute pile's additional stress and settlement, the pressure of hitting pile is analyzed.
同时介绍了cfg桩和石灰桩形成的多元复合地基的承载力和沉降的计算方法及检测方法。
The calculation methods of bearing capacity and settlement and testing methods of CFG and lime piles composite foundation are put forward.
为合理确定地基承载力和计算沉降的变形参数，对其地基承载力采用原位压板荷载试验确定，较大于原地质报告提供的承载力。
The bearing capacity of ground depends on the in-situ plate loading test, and it was found the in-situ results are larger than the values given in the report of geotechnical engineering exploration.
本文提出了散体桩和刚性桩两种桩型长短桩相结合的复合地基的承载力和沉降的计算公式。
The computing formulae of the bearing capacity and deformation of the composite foundation with piles of different lengths, namely flexible pile and rigid pile, have been presented.
根据原位压板试验确定的强度和变形参数计算筏板基础下地基的承载力，并采用集中力弹簧模型计算筏板各点的沉降。
Based on the deformation modulus from the in-situ plate loading test, the settlement of each point on the raft foundation was calculated using spring model with concentrating force.
根据原位压板试验确定的强度和变形参数计算筏板基础下地基的承载力，并采用集中力弹簧模型计算筏板各点的沉降。
Based on the deformation modulus from the in-situ plate loading test, the settlement of each point on the raft foundation was calculated using spring model with concentrating force.
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