浅基础水平场地砂土液化危害性评价

分析了《建筑抗震设计规范》中砂土液化危害性评价方法的不足,通过确立液化土层在不同震害模式情况下的液化震陷计算值,建立了以震陷值S为指标的浅基础水平场地地基液化危害性评价等级,得到了其评价程序.     

泉州市规划区场地抗震性能与土地适宜性分区研究

在泉州市土地适宜性分区规划的编制过程中，建立了比较详细的钻孔资料数据库，给出了泉州规划区内不同土类的剪切波速按埋置深度进行修正的经验公式，并用这些经验公式计算了无实测波速资料的钻孔的等效剪切波速。文中按等效剪切波速和覆盖层厚度进行了场地类别的划分；采用震后残余应变和软化模量的思想和分层总和方法，综合考虑了软土厚度、埋深、地下水位对软土震陷量的影响，使软土震陷量计算结果更为合理。在充分考虑规划区内地形地貌、工程地质条件、场地类别、砂土液化、软土震陷、砂层及软弱土层的厚度分布、滑坡崩塌等对场地抗震性能影响的基础上，给出了更适合规划区的场地抗震性能评价标准，绘制了泉州场地抗震性能与土地适宜性分区图。     

芦山7.0级地震宏观场地效应

继汶川地震之后,2013年4月20日四川省庐山县又发生了7.0级强烈地震,其场地条件对震害的影响目前认识较少.通过专项工作,考察了雅安雨城区、芦山县、天全县、宝兴县等地区的结构震害及其场地条件,包括软土场地、老河床、不利地段、潜在滑坡等,分析了不同场地条件与震害的关系.结果表明,此次地震震害与场地条件有较密切关系,震害形式主要表现为软土震陷、河谷地形控制震害分布、不利地段加重震害、潜在滑坡的威胁、地质灾害堵塞交通等,其中软土震陷、河谷地形震害分布、不利地段处理都是值得深入研究的问题.     

液化危害性分析

本文目的是提出液化危害性分析的定量方法。基于宏观液化震害资料文中指出,砂土地震液化造成的主要破坏形式是建筑物的不均匀沉降。文中并指出,引起砂土壤震陷的原因有三个:土壤软化、再固结变形和土层坍陷。其中最主要的是软化性震陷。文中介绍了一系列土壤震陷试验研究结果和相应的经验关系式。文中基于“软化模型”概念编写了分析震陷的专用程序,计算了33个液化实例,计算结果与观测震陷值颇为一致。文中提出了按计算震陷值划分液化危害程度的方法,并研究了输入地震、基底压力,建筑物高度和非液化土层等对液化震陷的影响。     

软土震陷计算中若干问题的讨论

本文就软土震陷和砂土液化危害性分析中的三个问题进行了讨论,即具条形基础建筑物的有限元划分、土壤初始模量和静动应力不同的组合对计算震陷值的影响。文中指出,在震陷试验和计算中存在着测试误差和各种假定,但是,由于采用了修正系数,这些不合理性在一定程度上均得到了补偿。     

液化土层上多层砖房震害预测方法的研究

本文研究了计算震陷值和震害指数增量之间的关系,指出计算震陷值可以很好反映地基失效情况,但在预测房层的震害时还需考虑基础类型、建筑物特点和地震烈度等因素的影响。文中给出了液化地区房层震害预测的方法,并就如何考虑液化土层对房屋震害的影响对现行抗震规范提出了修改意见。     

软土震陷判别方法分析及工程应用

对地基震陷震害及其影响因素进行了简单总结,整理分析了软土震陷的有关规范;结合工程实际钻孔对比讨论了软土震陷不同规范方法的优劣,提出了基于"两台阶的缩小范围量化"的软土震陷判别方法并进行了验证及工程应用。     

唐山地震震害的若干地质问题

唐山震区的震害分布,在发震断裂控制的背景上,明显地受地质条件的影响,自北向南呈有规律的变化:山间盆地地区多为震害高异常区,并从盆地边缘到盆地的沉积中心,随着覆盖土层的逐渐增厚和地下水逐渐变浅,震害不断加重;平原区出现的砂土液化,区域上受地质地貌条件控制,小范围场地受砂土层顶板埋深及厚度的影响。     

基于OpenSees的地震动对软土震陷影响研究

软土具有高灵敏度、低强度等特性,在地震过程中极易产生震陷。基于OpenSees数值模拟方法对软土场地的震陷反应进行非线性动力有限元分析,通过改变地震动峰值加速度、频谱特性、输入方式来研究其对软土震陷的影响。结果表明,地震动峰值加速度对地基土的不均匀震陷有显著影响,地震动峰值加速度越大,震陷量显著增大,震陷影响深度更大,对水平地表造成的破坏范围也更大;地震动频谱特性对软土震陷有重要影响,当地震动卓越频率与场地自振频率相近时,其幅值越大,产生的震陷越严重;水平、竖向同时输入地震动的方式能更好地反映土体的振动及震陷响应。该研究成果对探索软土震陷的机理有一定的指导意义。     

加固地基增强地基的抗震性能

加固地基是增强地基抗震性能的一种行之有效的方法。加固地基可提高地基抗液化能力，改善地基土的动力特性，减轻砂土地基的液化势；通过对地基土产生预震效应，提高了加固地基整体的强度、刚度和稳定性。对震害严重的厚冲积层或厚软土层，用高压喷射注浆法进行加固处理有其独特的优越性。     

昆明地区的地震危险性问题

本文从昆明地区的历史地震、震害以及地震地质条件等方面,论述了昆明地区的地震危险不仅来自小江地震带,昆明地区本身也存在发生较强地震的发震条件。与1985年墨西哥地震的震害特征对比,昆明地区未来遭受地震破坏时,也极可能出现震害重复性及砂土液化问题。建议对昆明地区的地震危险及震害预测等问题进行详细研究,以作为制定城市抗震防灾规划的重要依据。     

昆明盘龙江江岸对震害的影响

如果在昆明及其附近地区发生强烈的破坏性地震,当地震波传播到盘龙江江岸这一特定的场地条件时,对震害会产生怎样的影响?本文根据在强震考察中看到的一些河岸破坏的情况和对盘龙江江岸地区的一些工程水文地质资料及局部地区脉动观测结果分析指出:(1)强震时江岸地区易发生地裂,地陷和塌方等地基失效现象而加大震害。(2)由于江岸地区的土层含有饱和的砂土层,强震时易引起砂土液化导致地基失效而加大震害。(3)由于江岸地形的影响,强震时对振动起放大作用而加大震害。所以在昆明的城市规划建设中,盘龙江两岸在离岸边30米内最好不要建筑任何结构物,以免在强震时造成严重的破坏。     

Numerical simulation of strong ground motion for the M_s8.0 Wenchuan earthquake of 12 May 2008

The Wenchuan earthquake of 12 May 2008 is the most destructive earthquake in China in the past 30 years in terms of property damage and human losses. In order to understand the earthquake process and the geo-morphological factors affecting the seismic hazard, we simulated the strong ground mo-tion caused by the earthquake, incorporating three-dimensional (3D) earth structure, finite-fault rupture, and realistic surface topography. The simulated ground motions reveal that the fault rupture and basin structure control the overall pattern of the peak ground shaking. Large peak ground velocity (PGV) is distributed in two narrow areas: one with the largest PGV values is above the hanging wall of the fault and attributed to the locations of fault asperities and rupture directivity; the other is along the north-western margin of the Sichuan Basin and caused by both the directivity of fault rupture and the ampli-fication in the thick sediment basin. Rough topography above the rupture fault causes wave scattering, resulting in significantly larger peak ground motion on the apex of topographic relief than in the valley. Topography and scattering also reduce the wave energy in the forward direction of fault rupture but increase the PGV in other parts of the basin. These results suggest the need for a localized hazard as-sessment in places of rough topography that takes the topographic effects into account. Finally, had the earthquake started at the northeast end of the fault zone and ruptured to the southwest, Chengdu would have suffered a much stronger shaking than it experienced on 12 May, 2008.     

沈阳市活断层探测的设计思路

以《中国地震活动断层探测技术系统技术规程》为依据,结合沈阳、抚顺的实际情况,设计了沈阳市活断层探测的思路。沈阳市活断层探测划分为沈阳、抚顺两个目标区,确定沈阳目标区6条、抚顺目标区2条共8条断裂为目标断层。活断层探测实际上包括初查与目标断层地震危险性评价、详查与主要目标断层地震危害性评价两大阶段的工作内容,具体按照初查阶段目标断层的综合探测、深部地震构造环境探测、目标断层地震危险性综合评价、主要目标断层详细探测、地震危害性评价及活断层信息管理系统建设等几个步骤实施。目标断层的探测手段选取地球化学、地球物理(浅层地震、多道直流电法和探地雷达等)、钻孔探测等,同时结合高分辩率遥感、地震地质调查等方法,各种探测方法和手段根据其探测精度和适宜性分别应用于初查、详查等不同的探测阶段中,探测技术参数的选取在不同阶段也具有差异性,目的是为了实现各个阶段的探测目标。     

THE ACTIVITY FEATURES OF XIADIAN FAULT ZONE REVEALED BY RONGJIABAO TRENCH AND ITS PROBABILISTIC SEISMIC HAZARD EVALUATION

The time-dependent probabilistic seismic hazard assessment of the active faults based on the quantitative study of seismo-geology has the vital practical significance for the earthquake prevention and disaster management because it describes the seismic risk of active faults by the probability of an earthquake that increases with time and the predicted magnitude. The Poisson model used in the traditional probabilistic method contradicts with the activity characteristics of the fault, so it cannot be used directly to the potential earthquake risk evaluation of the active fault where the time elapsing from the last great earthquake is relatively short. That is to say, the present Poisson model might overestimate the potential earthquake risk of the Xiadian active fault zone in North China because the elapsed time after the historical M8 earthquake that occurred in 1679 is only 341a. Thus, based on paleoearthquake study and geomorphology survey in the field, as well as integrating the data provided by the previous scientists, this paper reveals two paleo-events occurring on the Xiadian active fault zone. The first event E₁ occurred in 1679 with magnitude M8 and ruptured the surface from Sanhe City of Hebei Province to Pinggu District of Beijing at about 341a BP, and the other happened in (4.89±0.68)ka BP(E₂). Our research also found that the average co-seismic displacement is ~(1.4±0.1)m, and the predicted maximum magnitude of the potential earthquake is 8.0. In addition, the probabilistic seismic hazard analysis of great earthquakes for Xiadian active fault zone in the forthcoming 30a is performed based on Poisson model, Brownian time passage model(BPT), stochastic characteristic-slip model(SCS)and NB model to describe time-dependent features of the fault rupture source and its characteristic behavior. The research shows that the probability of strong earthquake in the forthcoming 30a along the Xiadian active fault zone is lower than previously thought, and the seismic hazard level estimated by Poisson model might be overestimated. This result is also helpful for the scientific earthquake potential estimation and earthquake disaster protection of the Xiadian active fault zone, and for the discussion on how to better apply the time-dependent probabilistic methods to the earthquake potential evaluation of active faults in eastern China.     

Numerical simulation of strong ground motion for the <Emphasis Type="Italic">M</Emphasis><Subscript>s</Subscript>8.0 Wenchuan earthquake of 12 May 2008

The Wenchuan earthquake of 12 May 2008 is the most destructive earthquake in China in the past 30 years in terms of property damage and human losses. In order to understand the earthquake process and the geo-morphological factors affecting the seismic hazard, we simulated the strong ground motion caused by the earthquake, incorporating three-dimensional (3D) earth structure, finite-fault rupture, and realistic surface topography. The simulated ground motions reveal that the fault rupture and basin structure control the overall pattern of the peak ground shaking. Large peak ground velocity (PGV) is distributed in two narrow areas: one with the largest PGV values is above the hanging wall of the fault and attributed to the locations of fault asperities and rupture directivity; the other is along the northwestern margin of the Sichuan Basin and caused by both the directivity of fault rupture and the amplification in the thick sediment basin. Rough topography above the rupture fault causes wave scattering, resulting in significantly larger peak ground motion on the apex of topographic relief than in the valley. Topography and scattering also reduce the wave energy in the forward direction of fault rupture but increase the PGV in other parts of the basin. These results suggest the need for a localized hazard assessment in places of rough topography that takes the topographic effects into account. Finally, had the earthquake started at the northeast end of the fault zone and ruptured to the southwest, Chengdu would have suffered a much stronger shaking than it experienced on 12 May, 2008. Supported by the U.S. National Science Foundation (Grant Nos. EAR 0738779 and OCE 0727919), the National Basic Research Program of China (Grant No. 2004CB418404), and partially by the National Nature Science Foundation of China (Grant No. 40521002)     

断裂活动的平行消减作用

依据断裂活动时代，滑动速率，破裂位移，强震复发期和地震释放能量等要素，通过一些典型实例证明，断裂活动的平行消减作用具有普遍意义，讨论了与断裂活动平行消减作用有关几个问题，本的研究成果对确定断裂活动力源，认识断裂和地质活动规律以及地震预报和地震危险性分析重要意义。     

阿尔金断裂带东段地表破裂分段研究

对活动断层进行正确的分段有助于我们对地震造成断层的发生、发展过程有一个正确的认识。阿尔金断裂带是青藏高原北部的巨型左旋走滑断裂带 ,将青藏高原和塔里木盆地两大构造单元截然分开。通过对阿尔金断裂带东部青崖子—宽滩山的Spot数字化卫星影像资料进行详细的分析 ,结合研究区内的断错地貌和前人的古地震研究成果 ,对阿尔金断裂带东段进行了地表破裂性分段。将阿尔金断裂带东段青崖子—宽滩山分为 3段 :青崖子—芦草湾为阿克塞破裂段 ;芦草湾—北祁连山逆断裂为疏勒河破裂段 ;北祁连山逆断裂—宽滩山为宽滩山破裂段。其中阿克塞破裂段的最后破裂时间晚于 (5 2 4± 0 4 0 )kaB .P .,疏勒河破裂段最后破裂时间早于 (6 97± 0 5 3)kaB .P .,而宽滩山段的最后破裂时间估计晚于 5kaB