Poroplastic modelling of the excavation and ventilation of a deep cavity     

D. Hoxha  A. Giraud  A. Blaisonneau  F. Homand  C. Chavant 《国际地质力学数值与分析法杂志》2004,28(4):339-364

A plastic deviatoric model with hardening is developed on the basis of geomechanical tests performed in the saturated case on low permeable porous material such as argillite. This model is a generalized Mohr–Coulomb plastic criterion combined with a Drucker–Prager plastic potential and the hardening parameter is the plastic distortion. Three different hardening functions have been introduced on the basis of triaxial tests: an increase of friction angle, a decrease of cohesion after a threshold and a contractancy to dilatancy transition for volumetric plastic strain. This plastic model has been adapted to the partially saturated case. The effective stress is expressed thanks to the equivalent interstitial pressure π. Numerical results are presented for the excavation and monotonous ventilation of a deep cylindrical cavity. A first plastification due to excavation is followed by a second one due to desaturation. The extent of the non-saturated zone provokes an extent of a plastic zone in the rock mass. Analysis shows that the origin of the plastification can be found in the deviatoric stresses because mean effective stresses are compressive during drying. Copyright © 2004 John Wiley & Sons, Ltd.  相似文献   

64层螺旋CT对穿孔及非穿孔性阑尾炎的诊断价值     

邹建华  郑巧 《CT理论与应用研究》2011,20(4):559-563

目的：探讨穿孔性和非穿孔性阑尾炎的CT表现,评估CT对其诊断价值。方法：选择经临床证实的24例阑尾炎,根据病理结果将这些病例分为2组：穿孔性阑尾炎组（10例）和非穿孔性阑尾炎组（14例）。分析其CT征象并进行比较。结果：阑尾周围蜂窝组织炎、阑尾壁不连续和阑尾周围积气是穿孔性阑尾炎的直接CT征象,对穿孔性阑尾炎的诊断有很...  相似文献   

倾斜挡浪板式桩基透空型防波堤的消浪性能研究          下载免费PDF全文

王强  刘睿  梁丙臣 《海岸工程》2022,41(2):95-104

本文提出了一种倾斜挡浪板式桩基透空型防波堤,通过物理模型试验对规则波作用下防波堤的消浪性能进行了研究。试验中观测了桩基透空型防波堤迎浪侧和背浪侧波面的变化过程,探讨了不同入射波浪条件下防波堤挡浪板的开孔率ε和布置形式B对其消浪性能的影响,分析了防波堤的反射系数K_r、透射系数K_t以及波能耗散系数K_d随着相对波高H/D和相对堤宽W/L的变化关系,并从波浪能量分布的角度分析此种防波堤的消浪机理。研究结果表明,单层挡浪板的开孔率自30%降低至10%,平均透射系数可减小约24.3%,平均耗散系数可增长约12.8%;双层挡浪板防波堤的反射系数取决于前排挡浪板的开孔率,透射系数取决于挡浪板组合中的最小开孔率。  相似文献   

A fair E-cash scheme based on elliptic curve cryptography     

Wang Changji  Wu Jianping  Duan Haixin 《地球空间信息科学学报》2013,16(3):231-234

A new fair off-line electronic cash scheme on elliptic curve cryptography was presented. The new scheme is more efficient than those by extending fair off-line electronic cash scheme from finite field into elliptic curve cryptography and introducing a new elliptic curve discrete logarithm assumption. The expiry date and denomination are embedded into the blindly signed coin by integrating partially blind signature with restrictive blind signature. A bank need not use different public keys for different coin values, shops and users need not carry a list of bank's public keys to verify in their electronic wallet. At the same time, the bank just needs to keep undue electronic coins for double spending check in his database, thus bank's database can be dramatically reduced.  相似文献   

Frequency-dependent dynamic behavior of a poroviscoelastic soil layer under cyclic loading     

Weiyun Chen  Yumin Mou  Lingyu Xu  Zhihua Wang  Junhui Luo 《国际地质力学数值与分析法杂志》2020,44(9):1336-1349

In this study, a linear poroviscoelastic model based on the Biot theory is proposed to analyze the dynamic response of partially saturated soil. Both the flow-dependent and flow-independent poroviscoelastic behaviors are described in the proposed model. The compressibilities of both the constituents, including the skeleton material and porefluid, are considered, and the effective skeleton stress is determined using the linear viscoelasticity law based on the generalized spring-dashpot model. The soil surface is subjected to two types of harmonic loading, namely, vertical compressive loading and lateral shear loading. The influences of the relaxation time, saturation degree, and soil permeability on the surface and interior dynamic responses of the soil layer are investigated. It is revealed that the amplification factor, effective stress, and pore pressure decrease as the viscous damping increases, indicating that neglecting the viscoelastic property of solid skeleton could overestimate the induced dynamic responses. Furthermore, in comparison with the viscous damping of the solid skeleton, the viscous coupling involving the viscous resisting forces between the solid skeleton and pore fluid has limited effect on the dynamic behavior of the soil layer.  相似文献   

非Dedekind完备的序拓扑向量空间中集值映射的一类扩张     

肖赟  刘信东 《成都信息工程学院学报》2010,(6):336-340

在泛函分析中有着重要作用的Hahn-Banach扩张定理及其很多推广定理的条件都要求值域空间是Dedekind完备的,这是一个非常强的条件,因而在一定程度上局限了这些扩张定理的应用。主要考虑弱化这些定理的条件,讨论当值域空间是由锥引人序的非Dedekind完备的序拓扑向量空间时,一类集值映射的扩张。  相似文献   

平原地区地磁观测室设计研究     

吴玉田  王伟  李大华 《地震地磁观测与研究》2010,31(3):121-125

基于现代无金属结构设计理念,首次提出了平原地区玄筋混凝土沉井式结构立体地磁记录室设计研究方案,该方案较传统设计在地磁记录室温差控制能力方面有大幅度的提高,可以为记录仪器提供稳定的温度工作环境;真正实现了"地磁观测",地下深层空间观测可以有效的屏蔽地表及外空间的大量干扰因素,地磁台站占地面积可明显减小,该地磁观测室观测资料的质量将会产生飞跃。  相似文献   

沉井侧壁摩阻力室内试验研究   总被引：2，自引：0，他引：2  

王建  刘杨  张煜 《岩土力学》2013,34(3):659-666

沉井侧壁摩阻力的大小和分布是沉井结构设计以及助沉方法选择的依据。目前,其计算方法带有较强的经验性,计算结果与实际情况往往存在较大差异。为了进一步认识和掌握其分布规律,研制了能够直接测量沉井侧壁阻力的微型摩阻力仪,并对其准确性、稳定性和可靠性进行了验证;然后,利用该仪器以及静态应变测试系统等电测设备开展沉井下沉阻力的模型试验。试验表明：随着入土深度的增加,沉井侧壁摩阻力的变化特征可分为3个阶段,在第1阶段,侧壁摩阻力随深度的增加接近线性增加;在第2阶段,随着深度的增加,侧壁摩阻力总体仍是上升的,但其上升速率则有所降低,在下沉一定深度后,摩阻力达到峰值;在第3阶段,侧壁摩阻力随入土深度的增加而逐渐减小。运用极限分析理论,对上述变化规律的原因进行了分析。上述试验及分析成果可作为现场原位测试数据的补充,两者共同为沉井下沉阶段的侧壁摩阻力计算研究提供基础数据支持。  相似文献   

免蒸免烧粉煤灰多孔砖墙体抗震性能试验研究     

李忠献  周晓洁  夏多田  许小波  刘泽锋 《地震工程与工程振动》2012,32(4):125-130

免蒸压免烧结粉煤灰多孔砖是一种新型承重墙体材料。本文通过三片墙体低周反复荷载试验,系统研究了粉煤灰多孔砖墙体的力学性能和抗震性能,包括墙体的破坏特征、滞回曲线、刚度、延性、骨架曲线及受剪承载力等。试验结果表明,免蒸压免烧结粉煤灰多孔砖墙体的破坏形态与普通黏土砖墙体相似,主要呈剪切破坏;墙体具有较高的受剪承载力、延性和耗能能力,适宜在地震区村镇建筑中推广应用。  相似文献   

THE RESPONSE OF PARTIALLY DEBRIS‐COVERED VALLEY GLACIERS TO CLIMATE CHANGE: THE EXAMPLE OF THE PASTERZE GLACIER (AUSTRIA) IN THE PERIOD 1964 TO 2006     

ANDREAS KELLERER‐PIRKLBAUER  GERHARD KARL LIEB  MICHAEL AVIAN  JOSEF GSPURNING 《Geografiska Annaler: Series A, Physical Geography》2008,90(4):269-285

Long‐term observations of partly debris‐covered glaciers have allowed us to assess the impact of supra‐glacial debris on volumetric changes. In this paper, the behaviour of the partially debris‐covered, 3.6 km² tongue of Pasterze Glacier (47°05′N, 12°44′E) was studied in the context of ongoing climate changes. The right part of the glacier tongue is covered by a continuous supra‐glacial debris mantle with variable thicknesses (a few centimetres to about 1 m). For the period 1964–2000 three digital elevation models (1964, 1981, 2000) and related debris‐cover distributions were analysed. These datasets were compared with long‐term series of glaciological field data (displacement, elevation change, glacier terminus behaviour) from the 1960s to 2006. Differences between the debriscovered and the clean ice parts were emphasised. Results show that volumetric losses increased by 2.3 times between the periods 1964–1981 and 1981–2000 with significant regional variations at the glacier tongue. Such variations are controlled by the glacier emergence velocity pattern, existence and thickness of supra‐glacial debris, direct solar radiation, counter‐radiation from the valley sides and their changes over time. The downward‐increasing debris thickness is counteracting to a compensational stage against the common decrease of ablation with elevation. A continuous debris cover not less than 15 cm in thickness reduces ablation rates by 30–35%. No relationship exists between glacier retreat rates and summer air temperatures. Substantial and varying differences of the two different terminus parts occurred. Our findings clearly underline the importance of supra‐glacial debris on mass balance and glacier tongue morphology.  相似文献