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static load test
Vertaling van "static load test" in Chinees
静载试验
静载荷试验
List of load classifications in single-pile horizontal static load test
单桩水平静载试验加荷分级表
The single pile horizontal static load test is to determine the single pile horizontal bearing capacity and presume the proportional coefficient of horizontal resistance coefficients of test pile side foundation soil to provide a basis for design.
通过单桩水平静载试验，确定单桩水平承载力，推定桩侧地基土的水平抗力系数的比例系数，为设计提供依据。
The elevation of horizontal force's acting point in single pile horizontal static load test is 0.0m; and the elevation of horizontal force's acting point of 3 hardcore bed is 1.5m.
单桩水平静载试验水平力作用点的标高为0.0m，有碎石垫层的水平力作用点的标高为1.5m。
Method of static load test for bus top
客车顶部静载试验方法
Test items: static load test.
试验项目：静载试验
When conducting the static load test of single pile, the vertical limit bearing capacity of single pile should be divided by a safety coefficient 2.
单桩竖向极限承载力进行静载试验时，应按照安全系数划分2。
The pressure boxes' reading was obtained in the processes of static load test, and the pile-soil stress value was measured with time variation under the predegisn bearing capacity eigenvalue.
根据初步设计的承载力特征值，在静载试验中获取土压力盒读数，且按时间变化测量桩土应力值。
During the in-situ static load test, with the increase of load, the sand cushion was subjected to compression, the pile and soil began to bear stress commonly.
静载试验中，随着荷载量增加，褥垫层易受到紧压，桩土开始共同承担应力。
It was found in the processes of static load test, when the sand cushion was compressed, pile and soil began to bear vertical load commonly, and the curve of the soil-pile stress and the load was approximately linear before the test load reached the bearing capacity eigenvalue of composite foundation.
在静载试验中，当褥垫层被紧压，桩土便开始共同承受竖向荷载。在试验荷载达到复合地基承载力特征值之前，土桩应力及荷载曲线近似于直线。
The elevation of horizontal pressure force point of each single pile in single pile horizontal static load test is 2.50m.
单桩水平静载试验各单桩施压水平力点的标高为2.5m。
Table 3 Results of static load test for composite foundation
表3 复合地基的静载试验结果
It is seen from the result of single pile horizontal static load test that the result is less affected by the pile length, the maximum test horizontal thrust is 80 90kN and the characteristic value of single pile's horizontal bearing capacity is 77 86kN.
从单桩水平静载试验结果看，桩长对试验结果影响不大，最大试验水平推力在80～90kN之间，其单桩水平承载力特征值在77～86 kN之间。
Based on the results of in-situ static load test, the mechanical characteristics of CFG pile
根据现场静载试验和CFG桩复合地基的力学特性，
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Synoniemen voor static load test in het Engels
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Resultaten: 28. Exact: 28. Verstreken tijd: 17 ms.
