1.
Determining preconsolidation pressure by mathematic analysis based on casagrande method
基于Casagrande法数学分析确定先期固结压力
2.
Study on pre-consolidation pressure of silt in the Yellow River Delta
黄河三角洲粉质土前期固结压力的探讨
3.
Nonparametric fitting model for determining soil preconsolidation pressure
确定土体前期固结压力的非参数化拟合模型
4.
Relationship between Pre-consolidation Pressure and Structural Strength of Different Marine Soft Clay and Cause Analysis;
不同地区海积软土前期固结压力与结构强度的关系及其成因分析
5.
So far, it is suggested that the calculation could be available for control exploiting the groundwater by use of parameter of prophase consolidation pressure of over-consolidated soils.
为此,提出了用超固结土的前期固结压力作为控制地下水开采量的计算方法。
6.
Positive pressure and negative pressure combines together, making veneer more stable and durable.
正负压力结合，使贴面更牢固持久。
7.
In early stage, fractures were stabilized temporarily by calcaneal traction or external fixations immediately.
骨折早期先予以外固定支架或跟骨结节牵引暂时固定。
8.
Consolidation Theory for Non-Monotonic Compression of Subsoil under Periodic Loading;
周期荷载下单层地基非单调压缩固结理论
9.
The Mechanism Study of the Consolidation Coefficient of Soils Determined by Piezocone Penetration Test;
孔压静力触探测试土的固结系数机理研究
10.
The Finite Element Analysis of Mechanical Performance of Strengthened Concrete Columns with Bonding under Compression;
混凝土柱粘结加固受压力学性能有限元分析
11.
An Analysis of the Pore Pressure Properties of Normally-Consolidate Saturated Clays;
正常固结饱和粘性土孔隙水压力性状分析
12.
Finite Element Analysis of Earth Pressure of Retaining Wall with Consolidation of Subsoil
考虑地基固结的挡土墙土压力有限元法分析
13.
A new structure for fixing the bearing bush of the connecting lever in a crankshaft press is introduced.
针对曲轴压力机连杆上轴瓦的固定问题，介绍了一种新的固定结构。
14.
Study on the Impact of Flexible Pressurized Anchor's Structure Parameters and Wall Rock Pressure on Anchoring System
柔性注压锚杆结构参数与围岩压力对锚固系统影响的研究
15.
Application of Pressurized Cementation Sealing Technology with Casing to Gas Pressure Measurement
套管带压固结封孔技术在瓦斯压力测定中的应用
16.
consolidation parameter
固结参数 -土力学
17.
Effects of Consolidation Stress Ratio on Pore Water Pressure Characteristics of Saturated Intact Loess under Different Stress Paths
固结应力比对不同应力路径下饱和原状黄土孔压特性的影响
18.
anisotropically consolidated undrained test
不等压固结不排水试验