2) CPTU
孔压静探
1.
Determination of the Parameters of Soil Properties by CPTU;
利用孔压静探估算粘土的土性参数
2.
Comparative Study of Consolidation Coefficients Determined by CPTU in Chamber and Laboratory Tests;
孔压静探模型槽试验和室内固结试验求取土的固结系数的对比
3.
CPTU chamber test and analyzing its data;
孔压静探模型槽试验及成果分析
3) excess pore water pressure
超静孔压
1.
The model test results indicate that the injection of pressurized air into soil induces excess pore water pressure and also fractures the soils.
试验结果表明,向土体中喷入高压气体会在土体中生成超静孔压,超静孔压大小与喷气压力相关;超静孔压较大时,土体发生气压劈裂,生成的裂隙又为超静孔压的快速消散提供了通道,大部分超静孔压在裂隙闭合前消散;随着超静孔压的消散,裂隙随之减小,但不会完全闭合,留存残余微裂隙。
2.
In the analysis, the excess pore water pressure in the subsoil caused by piling and the traffic load has been considered especially.
分别考虑了打桩与交通荷载作用,导致地基土中产生超静孔压,从而对岸坡的稳定性造成影响。
3.
The larger plastic deformation and excess pore water pressure would be resulted in during the sinking of prestressed pipe piles,which would influence the behavior of the ground.
本文以浙江省台州地区一典型软土地基为工程背景,对管桩在饱和粘土中沉桩过程中地基超静孔压进行了原位观测,并与Vesic柱形和球形扩张理论解进行了对比分析,研究了沉桩过程中地基超静孔压的变化规律及影响范围,可为同类工程的设计和施工提供参考。
4) static pressure tapping
静压取压孔
5) negative excess pore pressure
超静负孔压
1.
Typical example of multi\|stage excavation is analyzed to study the negative excess pore pressures and the consolidation effects on the soil displacements during and after excavation.
本文将 Biot固结有限元法用于饱和软粘土地基深基坑性状的研究 ,通过典型算例分析了土体超静负孔压的分布及分步开挖工程中的固结效应 ,阐述了开挖速率的影响。
6) negative excess pore water pressure
负超静孔压
1.
Excavation will induce negative excess pore water pressure in soft soil.
研究了基坑开挖卸载情况下坑底和周围土体中负超静孔压的消散规律,并利用固结理论和有效应力原理推导了由于开挖引起的超静孔压计算公式和坑底回弹变形计算公式。
补充资料：第二孔(继发孔)型缺损
第二孔(继发孔)型缺损
ostium secondary defect
是心房间隔在形成上发生障碍，一般缺损较大，多在卵圆孔附近称第二孔(继发孔)型缺损。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条