1·Then the influence of anisotropic rock foundation on the uplift pressure is described.
其次，叙述了各向异性的岩石基础对扬压力的影响。
2·The stress in floor plate with keyway are more than it with straight seam under the same level of uplift pressure.
同级扬压力作用下，带键槽底板块的应力大于直缝底板块的应力；
3·The hydraulic uplift pressure is an important technical parameter for dam safety, and was monitored manually before.
大坝扬压力(或大坝测压管水位)等技术参数是监测坝体安全的重要指标，历来均用人工观测。
4·In order to analyze the behavior of uplift pressure of RCC dam before and after rehabilitation, the observed data are firstly analyzed qualitatively.
为了分析碾压混凝土坝补强加固前后坝基扬压力变化性态，建立了自适应监控模型，以分析补强加固前后各影响因子对坝基扬压力的影响。
5·The technological measures of reducing uplift pressure have been taken for the dam foundation with high uplift pressure based on the calculation result.
根据有限元渗流场计算结果，提出了降低坝基扬压力的技术措施。
6·The main loads such as the water pressure, the sand pressure, the uplift pressure and so on are carried on by both the gravity wall and the rockfill body.
库水压力、淤沙压力和扬压力等主要荷载由重力墙与堆石体共同承担，重力墙与堆石体互相支撑，维持稳定。
7·The computation results testify that the construction of plunge pool will not increase the uplift pressure while the drainage system of plunge pool is effective.
数值计算表明，在水垫塘排水系统有效情况下，水垫塘不会引起坝基扬压力的增加；
8·During the construction of urban underground engineering, there are some problems, such as penetrative destruction, dewatering in local, uplift pressure and corrosivity etc.
城市地下工程在其施工过程中常因渗透破坏、降水、浮托力、腐蚀性等问题，严重影响地下工程的建设和周围建筑环境的安全。
9·An observation on dam-heel crack for studying the abnormal sudden change of uplift pressure and seepage flow of blocks close to the round corner of right bank is also introduced.
对右岸转弯坝段扬压力和渗流量陡涨陡落的异常情况进行了坝踵开裂试验观测。
10·By use of the principles of gray relative degree and fuzzy cluster analysis, the observed data of uplift pressure at each observation points of the Xin anjiang Dam foundation are analyzed.
利用时间序列方法，分析去除确定性部分后的残差序列，提取其中的有规律成分作为预报时的补偿项，形成叠合模型，进行建筑物观测资料的分析。