1.
The earth pressure against the retaining piles with interval consists of two parts: direct and indirect earth pressure.
将间隔布桩时护壁桩侧土压力分为直接土压力和间接土压力两部分。
2.
BACK ANALYSIS AND NUMERICAL SIMULATION OF EARTH PRESSURE AROUND PILE-ANCHOR SUPPORTING STRUCTURES IN DEEP PIT
深基坑桩锚支护侧土压力反分析及数值模拟
3.
The earth pressure over the pit bottom calculated by the trapezoid mode, and the result is better according with the rectangle mode of sandy foundation.
坑底以上桩侧土压力采用梯形分布模式，计算结果与砂土地基的矩形分布实测土压力符合较好。
4.
EXPERIMENTAL STUDY OF EARTH PRESSURE FOR ANISOTROPIC SAND CONSIDERING LATERAL DISPLACEMENT
考虑侧向变形的各向异性砂土土压力试验研究
5.
Seismic Active Earth Pressure and Lateral Coefficient of Retaining Wall
地震作用下挡土墙主动土压力分布与侧压力系数
6.
Effect of Axial Pressure Force on Horizontal Displacement of Cantilever Column
轴压力对钢筋混凝土悬臂柱水平侧移的影响
7.
Analysis of earth pressure of the secant piles support structure
咬合桩支护结构侧向土压力的试验研究
8.
The low side pressure is too high, and the high side pressure is too low.
低侧压力过高，高侧压力过低。
9.
Pressure balance system is used to balance lateral water pressure outside reinforced concrete of the air cushion surge chamber and air pressure in the surge chamber .
同时,采用平压系统平衡气室钢筋混凝土外侧水压力和气室气体压力。
10.
DISCUSSION ON CONCRETE LATERAL PRESSURE VALUE THROUGH ANALYSIS ON COLLAPSE ACCIDENT OF SUBWAY BRIDGE PIER COLUMN
从地铁桥墩立柱模板坍塌事故分析探讨混凝土侧压力值
11.
unconfined compression test
无侧限压缩[压力, 抗压]试验
12.
EXPERIMENT STUDY ON UNCONFINED COMPRESSIVE STRENGTH BEFORE AND AFTER THAW OF THE FORTH LAYER SILT CLAY IN SHANGHAI
上海第④层冻土和融土无侧限抗压强度
13.
Analysis of transcritical R23 heat pump system
R23跨临界循环最优高压侧压力分析
14.
The Experimental Study on Unconfined Compressive Strength of Soil Stabilizer;
土壤固化剂无侧限抗压强度试验研究
15.
Indoor Experimental Research on the Unconfined Compressive Strength of Modified Soft Soil
软岩改良土无侧限抗压强度试验研究
16.
Experimental study on the dynamic biaxial compressive properties of concrete under constant confining pressure
定侧压下混凝土双轴动态抗压性能的试验研究
17.
Experimental study on cement-soil unconfined compressive strength of silty clay
粉质粘土水泥土无侧限抗压强度试验研究
18.
Feed material is fed to one of the membranes and pressure applied.
在膜的一侧进料并施加压力。