The Fault Block''s Framework in Boli Basin and its Control Over the Deposition     

Cao Chengrun  SHAN Xuanlong  Wang Dongpo  WANG Xianmin  Yao Ping 《世界地质(英文版)》2001,4(1)

Boli basin, between Yishu fracture belt and Dunmi fracture belt, is the biggest Mesozoic coal basin in the east of Heilongjiang Province. Now it is a fault - fold remnant basin. The basin' s shape is generally consistent with the whole distribution of the cover folds, an arc protruding southwards. The basement of the basin can be divided into three fault blocks or structural units. The formation and evoluation of the basin in Mesozoic was determined by the basement fault blocks' displacement features rusulted from by the movement of the edge faults and the main basement faults.  相似文献   

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   

Morphological analysis of the drainage system in the Eastern Alps   总被引：2，自引：1，他引：1  

Jrg Robl  Stefan Hergarten  Kurt Stüwe 《Tectonophysics》2008,460(1-4):263-277

We study the morphology of the major rivers draining the Eastern Alps to test whether the active tectonics of this part of the orogen is reflected in the shape of channel profiles of the river network. In our approach we compare channel profiles measured from digital elevation models with numerically modelled channel profiles using a stream power approach. It is shown that regions of high stream power coincide largely with regions of highest topography and largest uplift rates, while the forelands and the Pannonian Basin are characterised by a significantly lower stream power. From stream power modelling we conclude that there is young uplift at the very east of the Eastern Alps, in the Bohemian Massif and in the Pohorje Range. The impact of the Pleistocene glaciations is explored by comparing properties of rivers that drain in proximal and distal positions relative to the ice sheet during the last glacial maximum. Our analysis shows that most knick points, wind gaps and other non-equilibrium features of catchments covered by ice during the last glaciations (Salzach, Enns) can be correlated with glacial processes. In contrast the ice free catchments of the Mur and Drava are characterized by channels in morphological equilibrium at the first approximation and are showing only weak evidence of the strong tectonic activity within these catchments. Finally, the channel profiles of the Adige and the divide between the upper Rhine and Danube catchments differ significantly from the other catchments. We relate this to the fact that the Adige and the Rhine respond to different base levels from the remainder of the Eastern Alps: The Adige may preserve a record from the Messininan base level change and the Rhine is subject to the base level lowering in the Rhine Graben.  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   

郯庐断裂带张八岭隆起南段花岗岩LA-ICP MS锆石U-Pb年龄及其构造意义   总被引：10，自引：8，他引：2  

牛漫兰  朱光  谢成龙  柳小明  曹洋  谢文雅 《岩石学报》2008,24(8)

本文利用LA-ICP MS方法,对零星分布于郯庐断裂带张八岭隆起南段肥东-巢湖地区的一些花岗岩体进行了锆石U-Pb同位素年代学研究.结果表明,西徐村北岩体、尖山岩体、西花村岩体、永丰岩体和锦张村岩体的形成年龄分别为126.9 ±1.0Ma、114.8±1.3Ma、108.1 ±1.6Ma、103.0 ±0.9Ma和120.3 ±0.7Ma,这些花岗岩体均形成于早白垩世,但侵位时间有一定差异.与郯庐断裂带西侧的鲁西、徐淮、蚌埠地区同时代克拉通内部侵入岩相比,断裂带内岩浆活动持续的时间更长(～27Ma).这一结果不但指示郯庐断裂带上的岩浆活动是不均一的,各地岩浆在活动的强烈程度和时间特征上均有很大的差异,而且显示了断裂带内比克拉通内部岩浆活动结束时间较晚,暗示其下岩石圈可能有更为强烈的减薄程度和更长的减薄历史.  相似文献   

青藏高原西北缘祁漫塔格山中新世快速抬升的磷灰石裂变径迹证据   总被引：2，自引：0，他引：2  

拜永山  任二峰  范桂兰  许长青 《中国区域地质》2008,(7):1044-1048

对祁漫塔格山体不同海拔高度所取的9个磷灰石样品的裂变径迹分析结果表明,东昆仑西段中新世早中期为主要的隆升期且隆升速率较高,早期隆升速率为111m／Ma,晚期隆升速率为98m／Ma,总体隆升速率为100m／Ma。样品显示出磷灰石裂变径迹长度大致分2类,一类磷灰石裂变径迹长度为（12．21±10．20）-（13．75±0．30）μm,径迹长度分布图基本上为窄而对称的正态分布,反映具有快的剥露冷却速率,未受到后期热事件的干扰。另一类磷灰石裂变径迹长度为（11．88±0．33）～（13．32±0．27）μm,较前一类具有稍慢的剥露冷却速率,并且受到了后期热事件的干扰。  相似文献   

Efficiency analysis of open trench for impact pile driving through a single-variable method     

Amir Hamidi  Abtin Farshi Homayoun Rooz 《Marine Georesources & Geotechnology》2021,39(1):82-102

Abstract

The ground vibrations during pile driving operation have a drastic potential to undermine the surrounding structures both in land and reclaimed land. Particularly, reclaimed land necessitates ample application of pile driving due to the weak land condition. To prevent the structural damage, attenuation of the ground vibrations to an allowable level through active isolation of circular open trench is the scope of this study. In this research, finite element simulations of continuous impact pile driving process from the ground surface was executed with particular attention to the pile-soil interaction, and thereby, the efficiency of open trench application in attenuation of the unsafe distance of different structures was surveyed using the vibration sensitivity degree. Regarding the crucial parameters of an open trench (depth, width, and location), it was concluded that a sufficient high depth can attenuate the unsafe distance up to 68%, the trench width variations are less effective, and an average pile-trench distance is the most efficient option. The excavation volume was also concluded as another crucial parameter in open trench design which takes all three parameters into account. The trench depth equal to the pile’s maximum critical depth of vibration was inferred for an optimum design.  相似文献   

Wave-Current Forces on Vertical Cylinders in Side-by-Side Arrangement for Irregular Waves Combined With Opposing Current     

Li Yucheng Wang Fenglong Professor  Dalian University of Technology  Dalian Senior Engineer  Dalian University of Technology  Dalian 《中国海洋工程》1993,(1)

- The wave-current forces on vertical piles in side-by-side arrangement induced by irregular waves with opposing current are investigated experimentally in this paper. The characteristics in both time and frequency domain of in-line, lift and resultant forces are analyzed. The grouping effect coefficients of inline, lift and resultant forces on piles related to KC number and relative spacing parameters are given. These results are compared with those in the case of irregular waves combined with following currents. It is found that the results in these two cases are quite different. The range of KC number tested is 10- 60, the range of Reynolds number is (0.55-3.43) ×104.  相似文献