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Centrifuge modeling of dynamic behavior of pile-reinforced slopes during earthquakes 被引量:4
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作者 于玉贞 邓丽军 +1 位作者 孙逊 吕禾 《Journal of Central South University》 SCIE EI CAS 2010年第5期1070-1078,共9页
A series of centrifuge model tests of sandy slopes were conducted to study the dynamic behavior of pile-reinforced slopes subjected to various motions.Time histories of accelerations,bending moments and pile earth pre... A series of centrifuge model tests of sandy slopes were conducted to study the dynamic behavior of pile-reinforced slopes subjected to various motions.Time histories of accelerations,bending moments and pile earth pressures were obtained during excitation of the adjusted El Centro earthquake and a cyclic motion.Under a realistic earthquake,the overall response of the pile-reinforced slope is lower than that of the non-reinforced slope.The histories of bending moments and dynamic earth pressures reach their maximums soon after shaking started and then remain roughly stable until the end of shaking.Maximum moments occur at the height of 3.5 m,which is the deeper section of the pile,indicating the interface between the active loading and passive resistance regions.The dynamic earth pressures above the slope base steadily increase with the increase of height of pile.For the model under cyclic input motion,response amplitudes at different locations in the slope are almost the same,indicating no significant response amplification.Both the bending moment and earth pressure increase gradually over a long period. 展开更多
关键词 EARTHQUAKE SLOPE stabilizing pile dynamic behavior centrifuge modeling earth pressure ACCELERATION bending moment
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Field Method Research for Leak-off Coefficient Analysis Using Instantaneous Shut-in Pressure
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作者 Cai Bo Ding Yunhong +2 位作者 Lu Yongjun Shen Hua Yang Zhenzhou 《Journal of Energy and Power Engineering》 2014年第1期103-106,共4页
The accurate monitor and prediction of fracturing pressure for formation is very important to hydraulic fracturing treatment operation, but whether hydraulic fracturing is successful or not, the fracturing fluid plays... The accurate monitor and prediction of fracturing pressure for formation is very important to hydraulic fracturing treatment operation, but whether hydraulic fracturing is successful or not, the fracturing fluid plays a very important role, leak-off coefficient is the most leading parameters of fracturing fluids. Mini-frac test was the most commonly used tools for leak-off coefficient analysis, but it has the shortcoming of time-consuming and costly that can not meet the requirement of the production. The main purpose of this paper is to introduce a simple and convenient leak off coefficient analysis method with more inexpensive and time-saving than former methods. Based on ISIP (instantaneous shut-in pressure) method, a new field method of leak off coefficient field analysis model was presented. According to twice ISIP of the fracturing treatment in field operation, therefore, fluid leak off coefficient and formation characteristic can be studied quickly and reliably. More than 40 wells were fractured using this field method. The results show that average liquid rates of post-fracturing was 20 m3/d which double improvement compared with the past treatment wells. It had an important role for fracturing treatments in low permeability used in field application. reservoirs, the new model for real time analysis and adjust is successful 展开更多
关键词 Hydraulic fracturing fracturing fluid leak off coefficient instantaneous shut-in pressure field method post-fracturingperformance.
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爆炸荷载及RC结构爆炸效应述评
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作者 孙文彬 《四川建筑科学研究》 北大核心 2008年第6期38-42,共5页
爆炸在瞬间释放的巨大能量可能导致建筑物的严重破坏甚至灾难性倒塌,在造成巨大的经济损失的同时,还会威胁公众生命安全,甚至对人们心理产生不可避免的冲击。过去几十年,在爆炸荷载的结构分析和结构设计方面已经有着显著的发展。以大量... 爆炸在瞬间释放的巨大能量可能导致建筑物的严重破坏甚至灾难性倒塌,在造成巨大的经济损失的同时,还会威胁公众生命安全,甚至对人们心理产生不可避免的冲击。过去几十年,在爆炸荷载的结构分析和结构设计方面已经有着显著的发展。以大量文献为背景,综合分析了爆炸荷载计算,就爆炸对混凝土结构的影响和结构爆炸响应等研究现况进行了述评。 展开更多
关键词 爆炸荷载 压力-时程 混凝土结构 破坏模式 应变率 动力增长系数 结构爆炸响应
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空气间隔装药周边眼爆破精细化数值模拟 被引量:5
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作者 关振长 周宇轩 +1 位作者 吕春波 吕荔炫 《隧道与地下工程灾害防治》 2022年第4期11-19,共9页
为探讨空气间隔装药周边眼爆破的等效爆破荷载,在LS-DYNA平台上建立空气间隔装药的双孔周边眼模型,对其爆破瞬态过程展开流固耦合的精细化模拟。装药段炮眼周边岩体受爆炸应力冲击作用而粉碎,随后两股爆炸应力叠加产生的合成拉应力促使... 为探讨空气间隔装药周边眼爆破的等效爆破荷载,在LS-DYNA平台上建立空气间隔装药的双孔周边眼模型,对其爆破瞬态过程展开流固耦合的精细化模拟。装药段炮眼周边岩体受爆炸应力冲击作用而粉碎,随后两股爆炸应力叠加产生的合成拉应力促使主裂缝沿炮眼连心线萌生并最终贯通;炮眼连心线上各测点的压力-时程曲线大致呈三角形,且各测点压力峰值随爆源距离迅速衰减。空气段炮眼周边不存在粉碎区,合成拉应力仍可促使主裂缝萌生并贯通;炮眼连心线上各测点的压力时程曲线呈现多峰形态,其压力峰值相较于装药段大幅降低,持时明显增长。将真实爆破荷载峰值沿炮眼连心线方向平均化为等效爆破荷载峰值,形成阶梯型等效爆破荷载。该等效爆破荷载既体现了真实爆破荷载的主要特征,又做出了充分简化,可为后续远场振动效应的数值模拟分析提供基础支撑。 展开更多
关键词 空气间隔装药 周边眼 精细化数值模拟 压力-时程曲线 等效爆破荷载
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Numerical Simulation of Clocking Effect on Blade Unsteady Aerodynamic Force in Axial Turbine 被引量:2
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作者 LI Wei ZHU Xiao-cheng OUYANG Hua DU Zhao-hui 《Journal of Thermal Science》 SCIE EI CAS CSCD 2012年第5期474-482,共9页
To give an insight into the clocking effect and its influence on the wake transportation and its interaction, the unsteady three-dimensional flow through a 1.5-stage axial low pressure turbine is simulated numerically... To give an insight into the clocking effect and its influence on the wake transportation and its interaction, the unsteady three-dimensional flow through a 1.5-stage axial low pressure turbine is simulated numerically by using a density-correction based, Reynolds-Averaged Navier-Stokes equations commercial CFD code. The 2nd stator clocking is applied over ten equal tangential positions. The results show that the harmonic blade number ratio is an important factor affecting the clocking effect. The clocking effect has very small influence on the turbine efficiency in this investigation. The difference between the maximum and minimum efficiency is about 0.1%. The maximum efficiency can be achieved when the 1st stator wake enters the 2nd stator passage near blade suction surface and its adjacent wake passes through the 2nd stator passage close to blade pressure surface. The minimum efficiency appears if the 1st stator wake impinges upon the leading edge of the 2nd stator and its adjacent wake of the 1st stator passes through the mid-channel in the 2nd stator. The wake convective transportation and the blade circulation variation due to its impingement on the subsequent blade are the main mechanism affecting the pressure variation in blade surface. 展开更多
关键词 Axial Turbine Clocking Effect Numerical Simulation
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