基于剪切波速的深层砂土地震液化研究     

王薇  李恒  徐利军 《大地测量与地球动力学》2019,39(1):93-97

阐述了剪切波速法判别饱和砂土液化的原理，结合武汉地区某工程实例，对场地内埋深超越“规范法”适用范围的砂层进行液化判别，确定场地的临界液化深度。通过与室内动三轴试验的对比得出，2种方法的液化判别结果及确定的临界液化深度均吻合较好，验证了以剪切波速为指标的液化评估方法的可行性。  相似文献   

波浪作用下单桩基础周围海床液化机制研究   总被引：1，自引：1，他引：0  

隋倜倜  张弛  高玉峰  郑金海 《海洋工程》2018,36(4):88-96

建立波浪作用下单桩周围三维海床动力响应模型,考虑自重影响下的海床长时间固结过程。采用已有物理模型试验数据对模型进行验证,证实其具有较好的适用性。模拟波浪作用下单桩周围三维海床液化区域,通过定量分析超孔隙水压力和土体初始有效应力的变化,讨论单桩插入深度对海床液化的影响机制。研究表明,单桩插入深度发生变化时,土体初始有效应力对海床液化的影响要大于超孔隙水压力,且影响程度随着插入深度的增加而逐渐增大。  相似文献   

粉质土海底边界层动态演化过程波浪水槽实验     

文明征  贾永刚  王振豪  张少同  单红仙 《海洋学报(英文版)》2020,42(5):96-104

The objectives of this study are carried out a series of controlled large wave flume experiments using fine-grained sediment from the Huanghe River Delta, exploring the complete sequence of sediment behavior in the bottom boundary layer(BBL) during wave-induced liquefaction. The results show that:(1) The BBL in silty seabed is exposed to a progressive wave, goes through a number of different stages including compaction before liquefaction, sediment liquefaction, and compaction after liquefaction, which determines the range and thickness of BBL.(2) With the introduction of waves, first, the sediment surface has settled by an amount S(S=1–2 cm) in the course of wave loadings with an insufficient accumulation of pore water pressure. And a thin high concentration layer formed the near-bed bottom.(3) Once the liquefaction sets in, the liquefied sediment with an ‘orbital motion' and the sub-liquefied sediment form a two-layer-sediment region. The range of BBL extends downwards and stopped at a certain depth, subsequently, develops upwards with the compaction process. Meanwhile, resuspended sediments diffuse to the upper water column.(4) During the dynamics process of the BBL beneath progressive waves, the re-suspended sediment increment ranked as sediment liquefaction erosion before liquefaction compaction after liquefaction.  相似文献   

波浪作用下沉积物中氮、磷释放速率的试验研究     

张严严  房文艳  许国辉  任宇鹏  许兴北 《中国海洋大学学报(自然科学版)》2020,50(4):102-110

湖泊或海湾中的沉积物吸附氮(N)、磷(P)等元素所形成的沉积层成为水体富营养化的內源。在波浪作用下,尤其是强浪作用下,沉积物中的N、P会通过内源释放作用大量进入水体中。本文在自制的U型水槽中开展实验,采用不同水头差来模拟波浪的循环荷载作用,研究了沉积层中的N、P在静置固结状态(Ⅰ)、加波未液化状态(Ⅱ)、加波液化状态(Ⅲ)下的释放规律,并给出该试验条件下的沉积物释放速率的拟合方程。试验结果表明:沉积物中总氮(TN)和溶解性总氮(TDN)的释放速率会随着水动力作用的增强而增加;总磷(TP)、溶解性总磷(TDP)和活性磷酸盐(SRP)的释放速率也随着水动力作用增强而增加,但水体中悬浮物(SS)含量过高会限制其释放速率。  相似文献   

A Bayesian network approach for predicting seismic liquefaction based on interpretive structural modeling     

Ji-Lei Hu  Xiao-Wei Tang 《Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards》2015,9(3):200-217

The Bayesian network (BN) is a type of graphical network based on probabilistic inference that has been gradually applied to assessment of seismic liquefaction potential. However, how to construct a robust BN remains underexplored in this field. This paper aims to present an efficient hybrid approach combining domain knowledge and data to construct a BN that facilitates the integration of multiple factors and the quantification of uncertainties within a network model to assess seismic liquefaction. Initially, only using given domain knowledge, a naive network model can be constructed using interpretive structural modeling. Thereafter, some effective information about the naive model is provided to construct a robust model using structural learning of BN from historic data. Finally, the returning predictive results and the predictive results are compared to other methods including non-probabilistic and probabilistic models for seismic liquefaction using the metrics of the overall accuracy, the area under the curve of receiver operating characteristic, prediction, recall and F₁ score. The methodology proposed in this paper achieved better performance, and we discussed the power and value of the proposed approach at the end of this paper, which suggest that BN is a good alternative tool for seismic liquefaction prediction.  相似文献   

Explicit integration of bounding surface model for the analysis of earthquake soil liquefaction     

Konstantinos I. Andrianopoulos  Achilleas G. Papadimitriou  George D. Bouckovalas 《国际地质力学数值与分析法杂志》2010,34(15):1586-1614

This paper presents a new plasticity model developed for the simulation of monotonic and cyclic loading of non‐cohesive soils and its implementation to the commercial finite‐difference code FLAC, using its User‐Defined‐Model (UDM) capability. The new model incorporates the framework of Critical State Soil Mechanics, while it relies upon bounding surface plasticity with a vanished elastic region to simulate the non‐linear soil response. Stress integration of constitutive relations is performed using a recently proposed explicit scheme with automatic error control and substepping, which so far has been employed in the literature only for constitutive models aiming at monotonic loading. The overall accuracy of this scheme is evaluated at element level by simulating cyclic loading along complex stress paths and by using iso‐error maps for paths involving change of the Lode angle. The performance of the new constitutive model and its stress integration scheme in complex boundary value problems involving earthquake‐induced liquefaction is evaluated, in terms of accuracy and computational cost, via a number of parametric analyses inspired by the successful simulation of the VELACS centrifuge Model Test No. 2 studying the lateral spreading response of a liquefied sand layer. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Seismic Sequence in Carbonate Rocks By Vibrational Liquefaction1     

Qiao Xiufu  Song Tianrui  Gao Linzhi  Peng Yang  Li Haibing  Gao Mai  Song Biao  Zhang Qiaoda 《《地质学报》英文版》1994,7(3):243-265

Abstract On the basis of the records of strong seismic events taking place in soft carbonate sediments, a new seismic sequence system of vibrational liquefaction is established, which consists of a series of units, such as escaped structure of micrite veins and liquefied deformation formed in the period of seismic liquefaction, land subsidence structure after liquefaction, tsunamic hummocky and turbidite produced by seismic events, This sequence is a generalization and summation of field observation in vast areas, which shows the whole process of a strong seismic event and provides an unified theoretical explanation. The pattern of the seismic sequence by vibrational liquefaction provides one of correlation standards for geologists in the field to discriminate events in carbonate sequences. Based on the pattern of seismic sequence, the authors first advance a new conception of the Palaeo - Tanlu (Tancheng - Lujiang) Zone and discuss primarily its geological significations.  相似文献   

Multifacetted study of a cretaceous coal with algal affinities—II. Composition of liquefaction products     

Z. Mudamburi  P.H. Given 《Organic Geochemistry》1985,8(3):221-231

Two hydrogen-rich lithobodies of highly alipathic character from a coal occurring in southwest Utah, have been studied. Bituminite (>50%), vitrinite (25–30%) and liptodetrinite (7–12%) are the principal macerals. The hexane-soluble products of hydrogenating the lithotypes at 400° with tetralin and hydrogen have been analyzed by GC-MS. Products identified include homologous series of alkylated naphthalenes, phenols, furans, cyclohexenones and hydroxy-pyridines. In the case of furans, the alkyl groups extend beyond C₃₀. Materials released by Soxhlet extraction with pyridine consist chiefly of homologous series of fatty acids and their methyl esters and of methyl alkyl ketones, which were not found in the hydrogenation products. The long alkyl chains in these substances can account for about 75% of the alkanes found in the hydrogenation products but not in the extracts. Most of the compounds mentioned in the foregoing are thought to be physically held or trapped in the coal, rather than chemically combined in its macromolecular network. Except for the fatty acids, the origins of these substances are difficult to identify.  相似文献   

考虑地基土液化影响的桩基高层建筑体系地震反应分析   总被引：5，自引：2，他引：5  

陈国兴  谢君斐 《地震工程与工程振动》1995,15(4):93-103

本文建立了土体－结构体系地震反应分析的混合有限元法，并研究了地基土液化对地震反应的影响。本方法把土体－结构体系简化为一个完整的体系，该体系由梁（柱）单元、剪切杆单元、刚体单元、平面四边形等参单元与三角形单元、界面单元的任意组合来模拟。桩与上部结构材料视为线弹性体，土介质视为非线性材料。土的静应力－应变关系之间的非线性用邓肯一张模型来描述；土的动应力－应变关系之间的非线性和振动孔隙水压力对土的软化效  相似文献   

武汉市轨道交通二号线工程场地砂土液化分析   总被引：3，自引：0，他引：3  

卢芳 《东北地震研究》2005,21(3):65-72

本文详细介绍了武汉市轨道交通二号线工程场地地震地质灾害评价中对饱和砂土液化的分析方法及评价结果。  相似文献