四川省CORS网地壳运动速度场模型研究     

汤伟尧  师悦龄  丁一航 《大地测量与地球动力学》2018,38(5):464-468

使用GAMIT/GLOBK解算2006~2015年覆盖四川地区的50个CORS站的观测数据，并提取坐标时间序列，获得速度场模型。对四川省整体地壳运动以及区域应变场进行分析，结果表明，四川省CORS站水平方向平均速度为38.72 mm/a，速度场的优势方向为S73.9°E；欧亚框架下水平方向平均速度为14.40 mm/a，优势方向为S77.78°E，较ITRF2008框架下的速度降低了24.32 mm/a；垂直方向平均速度为3.43 mm/a，整体上表现为隆升状态，位于东部平原的少部分测站处于下降趋势，可能是由于城市建设、地下水或者煤矿、石油等自然资源的过度采伐导致；最大主应变率达到7.31×10-11/a，最小主应变率为-5.4×10-11/a，其中区域地壳面膨胀率高值区域集中在川西，低值区域和最大剪切应变率高值区域分布在三大断裂带附近。  相似文献   

Effect of near-fault earthquakes with forward directivity on telecommunication towers     

M.Yahyai  B.Rezayibana  E.Mohammadrezapour 《地震工程与工程振动(英文版)》2011,10(2):211-218

In this paper, the effect of pulse-type motions caused by forward directivity that can release huge amounts of energy in a short time period is studied on a telecommunication tower. Since telecommunication towers have longer periods, they are not as affected by seismic forces. Nevertheless, near source earthquakes characterized by high velocity and velocity pulses can change the behavior of these structures. For this reason, a telecommunication tower located near active faults was selected in this study. Considering the probable earthquake magnitude at the site and the distance of the tower from adjacent faults, nine simulated pulses and three near-fault earthquake records with forward directivity are selected and applied to a 3D fi nite element model of the tower. The results of nonlinear dynamic analysis, i.e., displacements and damage in the tower, indicate that the maximum displacement and drift ratio of the tower under the pulses are obviously affected by the ratio of the structure period to pulse period. When this ratio is decreased and close to 1.0, the maximum displacement and drift ratio are sharply increased and cause large displacements in the tower.  相似文献   

Experimental investigation on seismic behavior of single piles in sandy soil     

Werasak Raongjant 《地震工程与工程振动(英文版)》2011,10(3):417-422

This paper describes a quasi-static test program featuring lateral cyclic loading on single piles in sandy soil. The tests were conducted on 18 aluminum model piles with different cross sections and lateral load eccentricity ratios, e/d, (e is the lateral load eccentricity and d is the diameter of pile) of 0, 4 and 8, embedded in sand with a relative density of 30% and 70%. The experimental results include lateral load-displacement hysteresis loops, skeleton curves and energy dissipation curves. Lateral capacity, ductility and energy dissipation capacity of single piles under seismic load were evaluated in detail. The lateral capacities and the energy dissipation capacity of piles in dense sand were much higher than in loose sand. When embedded in loose sand, the maximum lateral load and the maximum lateral displacement of piles increased as e/d increased. On the contrary, when embedded in dense sand, the maximum lateral load of piles decreased as e/d increased. Piles with a higher load eccentricity ratio experienced higher energy dissipation capacity than piles with e/d of 0 in both dense and loose sand. At a given level of displacement, piles with circular cross sections provided the best energy dissipation capacity in both loose and dense sand.  相似文献   

青海省钻孔应变资料典型干扰特征分析   总被引：1，自引：0，他引：1  

马震  杜娟  马玉虎 《高原地震》2011,23(1):53-58

分析了青海省境内6套YRY-4型分量钻孔应变仪观测资料的可靠性,详细研究了每套资料的干扰因素及特征,结果认为地下水和气压等因素是YRY-4型分量钻孔应变仪的主要干扰因素,但由于各观测点气候及地质水文条件的不同造成了干扰程度的差异.  相似文献   

Chemical characteristics of chromian spinel in plutonic rocks: Implications for deep magma processes and discrimination of tectonic setting   总被引：2，自引：0，他引：2  

Shoji Arai  Hidenobu Okamura  Kazuyuki Kadoshima  Chima Tanaka  Kenji Suzuki  Satoko Ishimaru 《Island Arc》2011,20(1):125-137

We summarize chemical characteristics of chromian spinels from ultramafic to mafic plutonic rocks (lherzolites, harzburgites, dunites, wehrlites, troctolites, olivine gabbros) with regard to three tectonic settings (mid‐ocean ridge, arc, oceanic hotspot). The chemical range of spinels is distinguishable between the three settings in terms of Cr# (= Cr/(Cr + Al) atomic ratio) and Ti content. The relationships are almost parallel with those of chromian spinels in volcanic rocks, but the Ti content is slightly lower in plutonics than in volcanics at a given tectonic environment. The Cr# of spinels in plutonic rocks is highly diverse; its ranges overlap between the three settings, but extend to higher values (up to 0.8) in arc and oceanic hotspot environments. The Ti content of spinels in plutonics increases, for a given lithology, from the arc to oceanic hotspot settings by mid‐ocean ridge on average. This chemical diversity is consistent with that of erupted magmas from the three settings. If we systematically know the chemistry of chromian spinels from a series of plutonic rocks, we can estimate their tectonic environments of formation. The spinel chemistry is especially useful in dunitic rocks, in which chromian spinel is the only discriminating mineral. Applying this, discordant dunites cutting mantle peridotites were possibly precipitated from arc‐related magmas in the Oman ophiolite, and from an intraplate tholeiite in the Lizard ophiolite, Cornwall.  相似文献   

水中氯代烃单体碳同位素分析中预富集方法进展     

凌媛  黄毅  尚文郁  谢曼曼  刘舒波  孙青 《岩矿测试》2011,30(6):795-801

高精度准确测定氯代烃单体碳同位素对示踪污染物来源,了解污染物的生物降解过程具有重要意义。在环境转化过程中,有机污染物的同位素组成可能是稳定不变的,也有可能发生改变。若污染物的同位素组成在迁移转化过程中不变,根据其同位素组成可以示踪污染物的来源;若同位素组成变化,根据同位素分馏结果,可以评价环境中有机污染物降解发生的可能性和程度。本文综述了固相微萃取、静态顶空进样、吹扫-捕集、多级串联技术等前处理方法与气相色谱-燃烧-同位素比值质谱仪(GC-C-IRMS)联用分析水中氯代烃单体碳同位素的研究进展,比较了分析方法的优缺点。液-液萃取较少用于水中氯代烃的单体同位素分析。静态顶空进样、固相微萃取、吹扫-捕集都是无溶剂富集技术,与GC-C-IRMS联用分析水中氯代烃单体同位素过程中不存在或存在小且恒定的可校正的同位素分馏,分析精度一般优于1‰,没有二次污染,降低了杂质干扰,提高了GC-C-IRMS的分辨率和分析精度,降低了检测限。从静态顶空进样、固相微萃取、吹扫-捕集,到多级串联等技术与GC-C-IRMS联用分析水中氯代烃单体同位素比值,检测限逐渐降低。目前,吹扫-捕集-GC-C-IRMS在分析水中氯代烃中应用最广泛,重现性好、检测限低。针内微萃取、管内微萃取、搅动棒吸附萃取和顶空进样吸附萃取等前处理方法与GC-C-IRMS仪联用具有一定的应用前景。  相似文献   

长期动荷载作用下冻结粉土的变形和强度特征   总被引：6，自引：2，他引：4  

赵淑萍  马巍  焦贵德  常小晓 《冰川冻土》2011,33(1):144-151

根据长期动荷载作用下的蠕变试验结果,研究了冻结粉土的变形和动强度特征.试验分3组,第一、二组是小振幅动荷载试验,且第二组的动荷载幅值为第一组的两倍;第三组是大振幅动荷载试验,荷载最小值取接近于零的值,最大值与第一组对应.试验结果表明:各种振幅的动荷载作用下,冻土的累积应变随荷载振动次数的变化规律相同(都包括初始蠕变阶段、稳定蠕变阶段、渐进流阶段)但数值上有差异.在初始和稳定蠕变阶段,第三组试验的累积应变小于第一、二组的,但是第三组试验稳定蠕变阶段的应变速率很大,蠕变曲线迅速进入渐进流阶段,此后其累积应变值大于小振幅动荷载试验的;第一、二组试验的应变幅值随振次的变化规律相似,但与第三组的有明显不同,而且,第三组试验的应变幅值明显大于第一、二组试验的.各种振幅动荷载作用下冻土的残余应变随振次的变化规律相同,且偏移荷载载越大或动荷载振动幅值越大,残余应变越大;冻土的动强度随荷载振动次数的增加而衰减,直至趋于极限动强度,大振幅动荷载试验的极限动强度明显小于小振幅动荷载试验的.  相似文献   

青藏铁路多年冻土区典型土样冻胀率特性研究   总被引：4，自引：1，他引：3  

程佳  赵相卿  杨晓明 《冰川冻土》2011,33(4):863-866

青藏铁路穿越高原多年冻土区546km,沿线分布着各种地形地貌单元,包括盆地、高山区、高平原、谷地等,各处的地层岩性和冻土赋存环境各不相同．通过对青藏高原多年冻土区典型土样的冻胀率试验,分析了高原多年冻土的冻胀率与含泥量、含水率、干密度之间的规律．结果表明：高原冻土具有较大的冻胀率,其冻胀率随含泥量的增加而增加,随含水率...  相似文献   

圆形煤场中桩-网复合地基原体试验研究     

戴洪军  刘欣良  任治军  韦华 《岩土力学》2011,32(2):487-494

在大型圆形煤场中采用桩-网复合地基是火电厂地基方案设计的新思路,该方案不仅要考虑地基土层的强度满足上部荷载的要求,还需要考虑堆载区内土体的变形对环基的影响。通过对圆形煤场中桩-网复合地基原体试验研究,介绍了在大面积堆载下如何进行桩、土及垫层中应力与应变的测试,设计了2套堆载与测试方案,在试验1区铺设了2层土工格栅,而在试验2区未铺设土工格栅。根据在2个试验区所获得的测试成果,研究了大面积堆载对堆载区内外土体变形的影响深度与范围,对比分析了不同高程处垫层与土体的竖向及侧向应力随深度的变化规律,结合堆载区中桩与边桩的桩身轴力变化,计算出上部桩侧土体对桩所产生的负摩阻力,并依据承台顶面附近测得的垫层与土层的应力,计算出桩土分担荷载的比例,以及桩土应力比的大小与变化规律。在此基础上得到土工格栅对大面积堆载区内外土体应变与应力的影响程度,从而可以为大型圆形煤场桩-网复合地基方案的设计与施工提供客观的技术参数与建议。  相似文献   

非均质地基中平面应变隧道开挖面稳定上限分析     

宋春霞  黄茂松  吕玺琳 《岩土力学》2011,32(9):2645-2650

非均质是软黏土地基中比较普遍的现象,而目前隧道开挖面稳定研究中比较成熟的理论主要是针对均质土体。因此,从塑性极限分析上限法的基本原理出发,采用平面应变隧道刚体平动破坏模式(多块体上限法),考虑软黏土地基的非均质性,推导了平面应变隧道极限支护压力关于隧道埋深、土体重度及土体强度的上限公式。通过与其他方法的比较分析,证明了极限分析方法在隧道开挖面稳定性方面的可行性;利用该方法的计算结果详细探讨了隧道开挖面稳定的影响因素;而且由计算结果可知,地基土的非均质性在影响隧道开挖面极限支护压力的同时,也影响着隧道开挖破坏面的位置和形状,为工程实践提供重要的理论依据。  相似文献