• Then the influence of anisotropic rock foundation on the uplift pressure is described.

    其次,叙述了向异性的岩石基础压力影响

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  • The stress in floor plate with keyway are more than it with straight seam under the same level of uplift pressure.

    同级扬压力作用键槽板块应力大于底板块的应力;

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  • The hydraulic uplift pressure is an important technical parameter for dam safety, and was monitored manually before.

    大坝压力(或大坝测压管水位)等技术参数监测坝体安全重要指标,历来均用人工观测。

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  • 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。

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  • 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,提出降低坝基压力技术措施

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  • 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.

    压力、淤压力压力主要荷载重力石体共同承担,重力与堆石体互相支撑,维持稳定。

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  • 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,在水垫排水系统有效情况下,水垫塘不会引起坝基扬压力增加

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  • During the construction of urban underground engineering, there are some problems, such as penetrative destruction, dewatering in local, uplift pressure and corrosivity etc.

    城市地下工程施工过程中常渗透破坏降水、浮托力、腐蚀性问题,严重影响地下工程建设和周围建筑环境的安全。

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  • 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.

    右岸转弯坝段压力流量陡涨陡落异常情况进行了坝开裂试验观测

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  • 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。

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  • The influence of temperature variations on uplift pressure of concrete dam foundation is studied by establishing statistical monitoring models for uplift pressure with or without temperature factors.

    分别建立考虑温度因子考虑温度因子时某混凝土坝基压力监测统计模型,对比研究了温度对混凝土坝坝基扬压力影响

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  • Crust uplift can increase the capillary sealing ability of caprock and decrease the pressure and hydrocarbon concentration of caprock.

    地壳抬升使油气藏盖层毛细管封闭能力增强压力浓度封闭能力减弱

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  • The migration of hydrocarbon tends to take place from high pressure stress distribution area (hydrocarbon generation sag) towards low pressure stress distribution area (uplift).

    油气高压应力分布区(生凹陷)低压应力分布区(隆起区)运移

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  • Tectonic uplift and lateral compression are major factors responsible for the abnormal pressure.

    本研究区异常高压形成主控因素构造抬升水平构造挤压应力

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  • The forming mechanisms of subnormal pressure can be divided into 4 types: 1)increase in pore volume caused by tectonic uplift and formation erosion, or chemical effects of pore water;

    将异常低压形成机制归纳4大类1构造抬升地层剥蚀孔隙化学作用引起的孔隙体积增大

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  • The formation of anomalous low pressure resulted in uplift and denudation of strata and migration of fluid flow.

    异常低压则主要归因于地层抬升剥蚀和流体运移

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  • The result indicated that the maximal total uplift force did not always occur with the maximal impact pressure intensity synchronously.

    结果表明,平板下最大上托并不总是最大冲击压强同步发生

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  • The eclogite bearing high pressure metamorphic belt in the Jiaonan uplift is the eastward extension of the Dabie ultra high pressure belt.

    胶南隆起含榴辉岩高压变质为大别超高压带延部分。

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  • Furthermore, the effect from the negative pore water pressure on the uplift bearing capacity is investigated in the light of the result of the prototype test, of which the value is determined as well.

    同时根据原型试验结果研究孔隙压力对抗承载力影响,确定了的大小。

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  • The test results indicate that the compaction of soil from twice pressure groutings can raise the ultimate uplift capacity of micropiles obviously and reduce the displacement effectively.

    试验结果表明采用二注浆工艺显著提高微型桩极限承载力,有效地减小位移

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  • The test results indicate that the compaction of soil from twice pressure groutings can raise the ultimate uplift capacity of micropiles obviously and reduce the displacement effectively.

    试验结果表明采用二注浆工艺显著提高微型桩极限承载力,有效地减小位移

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