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基于波速孔压静力触探试验研究软土中单桩桩侧承载力时效性 被引量:8
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作者 曹权 施建勇 +2 位作者 雷国辉 艾英钵 陈鸿 《岩石力学与工程学报》 EI CAS CSCD 北大核心 2011年第7期1482-1487,共6页
根据波速孔压静力触探探头和静压桩在软黏土中贯入的特点,建立以波速孔压静力触探试验参数计算软土中静压桩的单桩桩侧承载力时效性的理论解,利用该解可以预测饱和软土中沉桩结束后桩侧承载力随时间的变化。与传统桩的承载力时效性简化... 根据波速孔压静力触探探头和静压桩在软黏土中贯入的特点,建立以波速孔压静力触探试验参数计算软土中静压桩的单桩桩侧承载力时效性的理论解,利用该解可以预测饱和软土中沉桩结束后桩侧承载力随时间的变化。与传统桩的承载力时效性简化分析方法不同,该理论解不仅考虑多土层地基中不同土的刚度指数的差异对固结过程的影响,还考虑因各土层固结系数不同而导致消散速率不同的影响。现场不同间歇期的单桩载荷试验测试结果验证该理论解的合理性。 展开更多
关键词 桩基工程 波速孔压静力触探试验 静压桩 饱和软黏土 单桩桩侧承载力时效性
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基于波速孔压静力触探试验计算软土中静压桩的单桩极限承载力 被引量:5
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作者 曹权 施建勇 +1 位作者 雷国辉 艾英钵 《岩土工程学报》 EI CAS CSCD 北大核心 2012年第1期51-57,共7页
根据静力触探探头和静压桩贯入软土时的特点,采用柱孔扩张理论来模拟圆锥锥身和桩身贯入过程中应力场的变化,采用球孔扩张理论分析锥尖和桩端的挤土受力情况,推导出该条件下柱孔扩张和球孔扩张的极限扩孔压力理论解,在此基础上,对静力... 根据静力触探探头和静压桩贯入软土时的特点,采用柱孔扩张理论来模拟圆锥锥身和桩身贯入过程中应力场的变化,采用球孔扩张理论分析锥尖和桩端的挤土受力情况,推导出该条件下柱孔扩张和球孔扩张的极限扩孔压力理论解,在此基础上,对静力触探探头和静压桩进行受力对比分析,推导出利用波速孔压静力触探试验成果估算静压桩极限承载力的理论表达式。理论计算值与现场试验桩的静载荷试验结果较为吻合,说明该理论解具有一定的实用价值。 展开更多
关键词 波速孔压静力触探试验 静压桩 饱和软黏土 扩张理论 单桩极限承载力
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波速孔压静力触探试验在桩基工程中的应用研究 被引量:3
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作者 陈鸿 曹权 《工程勘察》 CSCD 2012年第2期21-26,共6页
根据波速孔压静力触探探头和静压桩在软粘土中贯入的特点,基于小孔扩张理论、一维固结理论和有效应力原理,建立了以波速孔压静力触探试验参数计算软土中单桩的桩侧承载力极限值、桩侧承载力时效性以及沉桩瞬间桩周土中的超静孔隙水压力... 根据波速孔压静力触探探头和静压桩在软粘土中贯入的特点,基于小孔扩张理论、一维固结理论和有效应力原理,建立了以波速孔压静力触探试验参数计算软土中单桩的桩侧承载力极限值、桩侧承载力时效性以及沉桩瞬间桩周土中的超静孔隙水压力的理论解。以昆山某试验场地的现场试验值与相应的理论计算值进行对比,结果显示两者非常吻合,说明波速孔压静力触探试验在桩基工程中具有广泛的应用价值。 展开更多
关键词 波速孔压静力触探试验(SCPTu) 桩基工程 单桩极限承载力 桩侧承载力时效性 超静隙水压力
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跨孔横波波速在地裂缝空间分布特征研究中的应用
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作者 边文英 王国晨 《陕西建筑》 2020年第6期98-102,共5页
地裂缝是地表介质显示的一种破裂现象,大都与断裂构造的活动性、地面沉降、地震等有一定的相互联系,是一种成因复杂的自然现象。2005~2013年期间,在河北平原保定市、沧州市、石家庄市、衡水市、廊坊市、邢台市、邯郸市、唐山市、秦皇岛... 地裂缝是地表介质显示的一种破裂现象,大都与断裂构造的活动性、地面沉降、地震等有一定的相互联系,是一种成因复杂的自然现象。2005~2013年期间,在河北平原保定市、沧州市、石家庄市、衡水市、廊坊市、邢台市、邯郸市、唐山市、秦皇岛市9个地区共调查发现有地裂缝839条[1],严重制约了工农业生产、工程建设、城市规划、生命线工程和土地利用等发展国民经济的各项工作,成为亟待解决的城乡地质环境问题。本次将河北省廊坊市大城县权村镇小庄村地裂缝作为研究区,通过在地裂缝附近实施的三个工程地质钻孔中进行跨孔横波速测试工作,基本查明了研究区地裂缝分布的深度和位置,对研究地裂缝的空间分布特征具有一定的应用价值。 展开更多
关键词 地裂缝 横波波速 断裂构造 空间分布特征
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浅谈煤矿下伏采空区地质灾害治理 被引量:3
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作者 张斌 范浩敏 郭峰 《西部探矿工程》 CAS 2014年第7期97-100,共4页
以因采煤引发地质灾害的辛堡子村庄为例,采用综合勘察手段界定出地灾治理区,推断出采空区"三带"后计算各项设计参数,然后通过充填灌浆工艺进行治理并利用波速孔检测,为同类项目的实施提供了借鉴意义。
关键词 辛堡子村 采空区 地质灾害 地灾治理 充填灌浆 波速孔
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Rock-physics models of hydrate-bearing sediments in permafrost,Qilian Mountains,China
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作者 刘杰 刘江平 +2 位作者 程飞 王京 刘肖肖 《Applied Geophysics》 SCIE CSCD 2017年第1期31-39,188,189,共11页
Rock-physics models are constructed for hydrate-bearing sediments in the Qilian Mountains permafrost region using the K–T equation model, and modes I and II of the effective medium model. The K–T equation models the... Rock-physics models are constructed for hydrate-bearing sediments in the Qilian Mountains permafrost region using the K–T equation model, and modes I and II of the effective medium model. The K–T equation models the seismic wave propagation in a two-phase medium to determine the elastic moduli of the composite medium. In the effective medium model, mode I, the hydrate is a component of the pore inclusions in mode I and in mode II it is a component of the matrix. First, the P-wave velocity, S-wave velocity, density, bulk modulus, and shear modulus of the sediment matrix are extracted from logging data.. Second, based on the physical properties of the main components of the sediments, rock-physics model is established using the K–T equation, and two additional rock-physics models are established assuming different hydrate-filling modes for the effective medium. The model and actual velocity data for the hydrate-bearing sediments are compared and it is found that the rock-physics model for the hydrate-filling mode II well reproduces the actual data. 展开更多
关键词 HYDRATES rock-physics seismic wave velocity density porosity
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Rock critical porosity inversion and S-wave velocity prediction 被引量:2
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作者 张佳佳 李宏兵 姚逢昌 《Applied Geophysics》 SCIE CSCD 2012年第1期57-64,116,共9页
A critical porosity model is often used to calculate the dry frame elastic modulus by the rock critical porosity value which is affected by many factors. In practice it is hard for us to obtain an accurate critical po... A critical porosity model is often used to calculate the dry frame elastic modulus by the rock critical porosity value which is affected by many factors. In practice it is hard for us to obtain an accurate critical porosity value and we can generally take only an empirical critical porosity value which often causes errors. In this paper, we propose a method to obtain the rock critical porosity value by inverting P-wave velocity and applying it to predict S-wave velocity. The applications of experiment and log data both show that the critical porosity inversion method can reduce the uncertainty resulting from using an empirical value in the past and provide the accurate critical porosity value for predicting S-wave velocity which significantly improves the prediction accuracy. 展开更多
关键词 Gassmann's equations dry frame critical porosity critical porosity model S-wave velocity prediction
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Porosity Estimation from Compressional Wave Velocity: A Study Based on Egyptian Carbonate Samples
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作者 Mohamed A. Kassab Andreas Weller 《Journal of Earth Science and Engineering》 2013年第5期314-321,共8页
The porosity of a rock is one of the most important reservoir properties. It controls the reservoir storage capacity. In other words, porosity quantifies the amount of fluids that the rock can store. Most of the world... The porosity of a rock is one of the most important reservoir properties. It controls the reservoir storage capacity. In other words, porosity quantifies the amount of fluids that the rock can store. Most of the world's giant fields produce hydrocarbons from carbonate reservoirs. Carbonate rocks contain more than 50% of the world's hydrocarbon reserves. Porosity and compressional wave velocity of 41 carbonate samples were determined under ambient conditions in laboratory. The samples were collected from seven shallow wells in west Tushka area, south Western Desert, Egypt. This paper evaluates the well known Wyllie and Raymer equations, an empirical linear equation, and a generalized model for porosity estimation from compressional wave velocity of saturated carbonate samples. Based on the comparison of the predicting identified to provide the most reliable porosity estimation. qualities, the Raymer equation and the empirical linear equation were 展开更多
关键词 Carbonate rocks POROSITY compressional wave velocity Wyllie equation Raymer equation.
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Heat transfer in a porous saturated wavy channel with asymmetric convective boundary conditions 被引量:2
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作者 Q.Hussain S.Asghar +1 位作者 T.Hayat A.Alsaedi 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第1期392-401,共10页
The viscous flow in a wavy channel with convective boundary conditions is investigated. The channel is filled with a porous viscous fluid. Two cases of equal and different external convection coefficients on the walls... The viscous flow in a wavy channel with convective boundary conditions is investigated. The channel is filled with a porous viscous fluid. Two cases of equal and different external convection coefficients on the walls are taken into account. Effect of viscous dissipation is also considered. The governing equations are derived employing long wavelength and low Reynolds number approximations. Exact closed form solutions are obtained for the simplified equations. Important physical features for peristaltic flow caused by the wavy wave are pumping, trapping and heat transfer rate at the channel walls. These are discussed one by one in depth and detail through graphical illustrations. Special attention has been given to the effects of convective boundary conditions. The results show that for Bi1≠Bi2, there exists a critical value of Brinkman number Brc at which the temperatures of both the walls become equal. And, for Bi1>Bi2 and Br>Brc, the temperature of the cold wall exceeds the temperature of hot wall. 展开更多
关键词 peristalsis heat transfer porous medium convective boundary conditions
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Experimental study on ultrasonic propagation in water-based bentonite slurry
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作者 LAN Kai YAN Taining 《Global Geology》 2009年第3期174-178,共5页
Drilling fluid is a common flushing medium used in pile foundation, geological drilling and petroleum drilling. Study on ultrasonic propagation properties in drilling fluid is of vital importance, not only for develop... Drilling fluid is a common flushing medium used in pile foundation, geological drilling and petroleum drilling. Study on ultrasonic propagation properties in drilling fluid is of vital importance, not only for developing equipments to non-contact measuring concrete casting level for bored pile, but also for developing equip- ments considering drilling fluid as signal channel. The existence of clay particles makes the ultrasonic propagation and attenuation in drilling fluid much different from pure water. In order to know the relation among ultrasound frequency, slun-y density and depth, a series of laboratory experiments about ultrasound propagation in water-based bentonite slurry were finished. Wavelet method was adopted to process the gained original waves of ultrasonic propagation in slurry, so we knew the velocity and attenuation coefficient of ultrasound propagated in different drilling fluids with different density. The first group experiments shows that with density of drilling fluid increase, ultrasonic velocity will decrease but attenuation coefficient will increase if ultrasonic frequency keep constant. The second group experiments shows that the power of ultrasound will intensify in small bore hole, the attenuation coefficient is much smaller than theoretical value. 展开更多
关键词 ULTRASOUND drilling fluid propagation properties ultrasound velocity ultrasonic attenuation
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Characteristics of a compression wave propagating over porous plate wall in a high-speed railway tunnel 被引量:1
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作者 T.Aoki J.Yamamoto K.Nagatani 《Journal of Thermal Science》 SCIE EI CAS CSCD 2008年第3期218-223,共6页
A pressure wave is generated ahead of a high-speed train, while entering a tunnel. This pressure wave propagates to the tunnel exit and spouts as a micro-pressure wave, which causes an exploding sound. From the fact t... A pressure wave is generated ahead of a high-speed train, while entering a tunnel. This pressure wave propagates to the tunnel exit and spouts as a micro-pressure wave, which causes an exploding sound. From the fact that the ballast track tunnel has smaller noise than the slab track tunnel, we have suggested a new inner tunnel model to decrease the noise of the micro-pressure wave, using the ballast effect. Experimental and numerical investigations are carded out to clarify the attenuation and distortion of propagating compression wave over porous plate wall in a model tunnel. Data shows that the strength of the compression wave and a maximum pressure gradient of the compression wave was weakened. These data shows the possibility of the present alleviative method using the porous plate wall in a tunnel. 展开更多
关键词 High-speed railway tunnel Compression wave Micro-pressure wave Porous wall Alleviative method
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