并且研究了单桩在水平荷载下的特性以及影响单桩水平承载力的因素。
This paper also analyses the characteristics and influential factors of single pile under lateral load.
试验结果表明：桩周土的性质是影响单桩水平承载力和性状的主要因素。
As indicated by test the soil property surrounding the pile is the main factor affecting the horizontal bearing capacity of pile.
当临界荷载接近极限荷载时，应运用以承载力和变形综合确定单桩水平承载力设计值。
When critical bearing capacity approaches ultimate bearing capacity it should use bearing capacity and deformation index to synthetically confirm designated value of the single-pil…
依据扁铲侧胀试验的结果，对桩侧土水平抗力系数的比例系数进行了估算，并估算出单桩水平承载力设计值；
Based on dilatometer test result, the proportional coefficient of lateral resistance coefficient in pile's lateral soil, and the design value of single pile lateral bearing capacity is estimated.
根据桩身变形、内力和地基抗力的测试结果分析了大直径嵌岩桩的水平承载特性、桩岩共同作用性状及套箱填砂对深水嵌岩桩水平承载力的影响。
The horizontal capability and deformation of the large diameter rock-socketed piles were analyzed from the measured results of displacement and internal force of piles.
水平受荷群桩，“正斜”单桩组成的群桩比直桩群桩和“负斜”单桩组成的群桩的承载力大。
Under lateral load, the positive battered pile group has bigger bearing capacity than the vertical and negative battered pile group.
使得用经验参数法计算出的承载力值较传统计算方法更能反映实际的单桩承载力，有利于肇庆市单桩承载力设计水平的提高。
The result is the closest pile capacity compared with the tradition method, and it is propitious to increase the design level of pile capacity.
桩的水平承载力计算方法有很多，本文对各种计算方法作了简单的概述，并指出各种计算方法的优缺点。
There are many calculating methods of piles lateral capacity, the methods and their advantages and disadvantages are summarized in this paper.
介绍了大直径灌注桩的竖向和水平承载力的计算。
The paper introduces calculation for the vertical and horizontal load bearing capacities of poured piles with major diameter.
基岩弹性模量对嵌岩桩的水平承载力同样存在影响，增大基岩强度，桩顶水平位移变小。
The rock's modulus has some impact on the lateral carrying capacity of rock-socketed pile, increasing the modulus of rock can reduce the lateral deformation at the top of pile.
基岩弹性模量对嵌岩桩的水平承载力同样存在影响，增大基岩强度，桩顶水平位移变小。
The rock's modulus has some impact on the lateral carrying capacity of rock-socketed pile, increasing the modulus of rock can reduce the lateral deformation at the top of pile.
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