紫阳滑坡治理工程实例分析     

刘满全 《地球科学与环境学报》1994,(2)

本文介绍紫阳骨坡治理工程中有关抗滑桩的设计与施工。文中详细地论述了设计中设计人员应根据工程的具体情况去灵活处理的一些技术问题，如确定有关参数的选择原则，计算上的条件简化和一些具体技术细节的处理方法等．  相似文献   

天文(重力)水准的新手段及其计算方法     

张赤军 《大地测量与地球动力学》2002,22(4):31-34

介绍当今确定天文大地垂偏差的新仪器－CCD自动天体测量仪和确定两点间高程异常差的新方法，该方法用单极坐标代替繁琐的双极坐标进行计算，讨论了天文重力水准的误差及垂线偏差非线性影响等问题，估计在不久的将来，用这一手段施测山区似大地水准面的精度可望达到厘米级。  相似文献   

Magnetic susceptibility variations of the Edicaran cap carbonates in the Yangtze platform and their implications for paleoclimate     

吴怀春  张世红  蒋干清  李海燕 《中国海洋湖沼学报》2005,(3)

1 INTRODUCTION One of the most intriguing phenomena in the late Neoproterozoic (~750 to 543 Ma) is the globa occurrence of thin carbonates that directly overlie glacial deposits in almost every continent (Kennedy 1996; Hoffman et al., 1998; Hoffman and Schrag 2002; Brasier and Shields, 2000; James et al., 2001 Jiang et al., 2003; Nogueira et al., 2003). These “cap carbonates”, commonly several to tens of meters thick, have attracted enormous interests because o their unusually negati…  相似文献   

Source mechanism of mining induced seismic events — Resolution of double couple and non double couple models     

Jan &#x;ílený  Alexander Milev 《Tectonophysics》2008,456(1-2):3

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Discussion of de Lange, W. P. and Moon V. G. 2005. Estimating long-term cliff recession rates from shore platform widths. Engineering Geology 80, 292–301     

Wayne Stephenson   《Engineering Geology》2008,101(3-4):288-291

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On the global stratotype section and point of the Triassic base     

G. N. Sadovnikov 《Stratigraphy and Geological Correlation》2008,16(1):31-46

A unique succession of volcanogenic deposits with representative paleontological remains characterizing the Permian-Triassic boundary interval in the North Siberian platform and Taimyr is described. The succession is suitable for selecting a standard for the Triassic base in nonmarine deposits. Abundant and diverse fossils occurring in the succession evidence that volcanism responsible for origin of the plateau basalt province in Siberia was not a brief epoch of paroxysmal eruptions, which eliminated everything alive. Throughout the formation history of relevant plateau basalts, the organic world of the plateau and around existed and gradually evolved.  相似文献   

Sedimentation settings of the Vendian Vanavara formation,the Siberian platform     

B. B. Kochnev 《Stratigraphy and Geological Correlation》2008,16(1):20-30

A model of sedimentation settings is elaborated for siliciclastic deposits of the Vendian Vanavara Formation, the Katanga saddle, inner areas of the Siberian platform. Four lithologic complexes are distinguished in the formation. The lower complex is composed of proluvial continental deposits exemplifying a dejection cone of ephemeral streams. Its eroded surface is overlain by second complex largely represented by sandstones of coastal zone, which grade upward into siltstones and shales of deeper sedimentation settings (third complex). Sea transgression advanced in northeastern direction. The fourth complex resting with scouring on the third one was deposited in settings of a spacious shallow-water sea zone: in a tidal flat, sand shoals and islands. Sedimentological data are used to correlate more precisely the Vendian siliciclastic deposits of the Katanga saddle and northeastern Nepa-Botuoba anteclise, and to verify subdivision of the Vanavara Formation into subformations and character of its boundary with the overlying Oskoba Formation.  相似文献   

桩前预留土体对抗滑桩影响的分析与计算研究   总被引：1，自引：0，他引：1  

孙勇 《水文地质工程地质》2008,35(1):58-63

本文在前人研究的基础上对桩前土体需要开挖的抗滑桩提出了一种新的计算方法,即似m法。文中将单排抗滑桩分为三类:第一类为桩前土体不开挖,但与抗滑桩分离形成桩后缝隙;第二类为桩前土体不开挖,但与抗滑桩相贴且有抵挡抗滑桩的作用;第三类为桩前土体需要开挖,并对各类抗滑桩给出了相应的设计计算方法。对于第一类抗滑桩可用本文改进的m法和有限线单元法计算;对于第二类抗滑桩考虑桩前抗力值大小后也可用本文改进的m法和有限单元法计算;对于第三类抗滑桩可用本文提出的似m法和改进的有限线单元法计算。通过与实际工程测量值对比分析,得出结论:在抗滑桩工程中对桩的钢筋受力进行实测以推断桩的受力性能,弥补滑坡推力及桩前抗力勘测、分析、计算值可靠性差的弱点。该方法与二维、三维有限元法相比,具有计算方法简单、可靠的特点,值得广泛应用和发展。  相似文献   

基于Poulos弹性理论的被动桩改进算法     

陈福全  黄伟达 《岩土力学》2008,29(4):905-910

传统的Poulos弹性理论仅适合于均质土中土体侧向位移时桩的性状分析,无法考虑土的层状特性。通过引入层状地基中作用一水平集中力的广义Mindlin解和地面作用有竖向荷载时的应力和位移通解,对Poulos方法进行了改进,使之扩展到多层土中,还用于研究堆载条件下的被动桩变形和受力响应。算例分析表明,改进弹性理论要比Poulos方法更为严密、合理,提高了计算精度,应用范围也更广。  相似文献   

高桩码头桩基负摩擦力现场试验研究 ——上海洋山深水港工程现场试验   总被引：1，自引：0，他引：1  

肖俊华  周国然  袁聚云  赵锡宏 《岩土力学》2008,29(4):1097-1102

高桩码头接岸结构中的桩基础,在抛石的作用下将产生负摩擦力。通过支撑桩及自由桩上负摩擦力的现场试验研究,获得抛石过程中基桩内力随深度变化的基本规律。抛石过程中基桩上的负摩擦力主要产生在抛石段。同时,抛石作为附加荷载,将引起下方软弱土层的固结沉降,桩土之间产生相对位移,从而在抛石段下方一定范围内也产生负摩擦力作用。承台荷载对负摩擦力的大小和分布有着重要的影响。提出的负摩擦力分布规律和采用有效应力法计算层状土负摩擦力的公式,可为桩基础的设计,尤其对水下单面抛石施工的设计及采取消减负摩擦力的措施提供依据。  相似文献