断层相关褶皱解释之平衡剖面技术

从实际问题出发,扼要阐述了平衡剖面技术的基本概念,并结合实例着重探讨了其应用研究.在介绍了与平衡剖面有关的基本概念的基础上,总结平衡剖面技术的研究流程和平衡剖面结果的评价标准,结合缅甸区块实际资料深入探讨其在断层相关褶皱构造模式建立和检验调整地震解释以及在恢复挤压构造发育史方面的应用情况,显示了其在缅甸区块叠瓦状断层转折褶皱的良好应用效果,并获得剖面的水平延展量,同时也认识到许多潜在的客观问题,有待进一步探索.     

钢管混凝土边框内藏带斜肋钢板中高剪力墙抗震性能试验

提出了钢管混凝土边框内藏斜撑肋钢板组合中高剪力墙.为研究这种组合剪力墙的抗震性能,进行了5个不同构造的中高剪力墙模型低周反复荷载试验.分析了试件的损伤特征、承载力、耗能、滞回特性,提出了正截面抗弯承载力计算模型,计算结果与试验符合较好.研究表明:钢管混凝土边框内藏钢板组合剪力墙具有较高的承载力和良好的耗能性能;钢管混凝土边框内藏带斜撑肋钢板中高剪力墙,适于在墙体厚度小于钢管尺寸或内藏钢板厚度较薄的“强边框、弱墙体”情况下应用,可明显减轻钢管混凝土边框底部的损伤,延缓墙体性能退化,提高组合剪力墙的抗震能力.     

岩石爆破不同掏槽形式的对比分析

在对不同掏槽形式进行对比分析的基础上,结合工程实例,试验分析了不同掏槽形式下的爆破效果,认为斜眼掏槽和直眼掏槽都存在各自的缺陷,提出采用和推广准直眼掏槽方式的建议。     

Muddy lateral accretion and low stream power in a sub-recent confined channel belt, Rhine-Meuse delta, central Netherlands

The Hennisdijk fluvial system in the central Rhine-Meuse delta is an abandoned Rhine distributary that was active on a wide floodplain from 3800 to 3000 years BP . Cross-sectional geometry, lithological characteristics and planform patterns of the channel-belt deposits indicate lateral migration of the Hennisdijk palaeochannel. Channel-belt deposits are around 10 m thick and 200–400 m wide. A gravelly facies near the base of the channel-belt deposits represents channel-lag and lower point-bar deposits. The axis of the channel belt is dominated by a sandy facies (medium and coarse sand), showing an overall fining upward trend with multiple cycles. This facies is interpreted as lower and middle point-bar deposits. The sandy facies is capped by a muddy facies, which is 1–2 m thick near the axis of the channel belt and thickens to 5–6 m along the margins. It laterally interfingers with the sandy facies that occurs near the channel-belt axis, but it has sharp, erosive outer contacts marking the edges of the channel belt. The muddy facies comprises inclined heterolithic stratification (IHS) (fine/medium sand–mud couplets) in its upper part. The relatively thin muddy facies with IHS that occurs near the channel-belt axis is interpreted as upper point-bar deposits with lateral accretion surfaces, formed under marine influence. Along the margins of the channel belt the muddy facies consists of thick, fairly homogeneous, successions of mud with variable sand content, and fine sand. Based on facies geometry and position, this part of the muddy facies is interpreted as counterpoint deposits, formed along the upstream limb of the concave bank of a channel bend. Counterpoint accretion seems to have been associated with the confined nature of the channel belt, which was the result of low stream power (4·5–7·8 W m⁻², based on reconstructions of palaeodischarge and channel slope) and cohesive bank material, i.e. clayey floodbasin deposits with intercalated peat beds occurring next to the channel belt. In the literature, counterpoint accretion is mostly reported from alluvial valleys, where meandering is confined by limited floodplain width, whereas muddy lateral accretion surfaces are commonly reported from much wider marine-influenced floodplains. The present study shows juxtaposition of both forms of muddy channel deposits in a low-energy, wide coastal plain setting, where preservation potential is considerable.     

Generalized solution procedure for automated slope stability analysis using inclined slices

In this paper, a general method has been developed for slope stability analysis to determine the critical slip surface and the corresponding factor of safety using inclined slices satisfying both force and moment equilibrium equations. The problem is one of constrained nonlinear programming. The same is converted to an unconstrained one using extended penalty function method wherein a composite function is developed by blending the objective function and the constraints. The composite function so developed is then minimized adopting sequential unconstrained minimization technique, for a decreasing sequence of penalty parameter. The predicted critical shear surface so obtained has been compared with the results obtained from model tests and the theoretical values reported in critical slip surface and the corresponding minimum factor of safety. This revised version was published online in July 2006 with corrections to the Cover Date.     

Failure mode and pullout capacity of anchor piles in soils with cohesive and cohesionless properties

Abstract

The present work develops a theoretical model based on a rational mechanical model and the failure mechanism of anchor piles in the seabed, by which the failure mode and pullout capacity of anchor piles under inclined loading can be predicted in the soils with both cohesive and cohesionless properties. Experimental and numerical results are employed to validate the theoretical predictions. Parametric studies are performed to investigate the effects of different parameters on the failure mode and pullout capacity of anchor piles, to demonstrate the applicability and efficiency of the theoretical model and to gain further knowledge of the anchor properties. An analytical method is also proposed to evaluate the optimal position of the attachment point of anchor piles, and confirmed by relevant studies in either cohesive or cohesionless soils.

1. Highlights

2. A novel theoretical model is proposed to analyze the failure mode and pullout capacity of anchor piles.

3. The model is applied to inclined loading and to soils with both cohesive and cohesionless properties.

4. Efficiency and applicability of the model are validated through comparative and parametric studies.

5. A simple expression is proposed to predict the optimal position of the attachment point for anchor piles.

     

倾斜砖质筒式结构的定向倒塌

对倾斜砖质筒式结构的定向倒塌特点进行了分析，提出在定向制品设计时应考虑纠偏问题，并和学平衡原理推导出纠偏角的计算公式。     

大直径嵌岩斜桩冲击成孔速度的影响因素分析

随着工程建设向外海、深水区域不断发展,大直径嵌岩灌注斜桩因其具有更好的承受水平载荷能力,在港口、码头等构筑物基础施工中得到了广泛应用。受工程场地和桩孔设计参数等的影响,该类嵌岩桩多采用冲击成孔的施工方式,且其成孔速度相对其他灌注桩施工方法仍然非常低（约为0.1 m/h）。基于此,本文建立了大直径嵌岩斜桩冲击成孔过程中的冲锤下落受力模型,并通过单因素分析和双因素耦合分析的方式研究了冲锤质量、冲击行程、桩孔斜度,以及冲锤与钢护筒之间的摩擦系数等因素对冲击成孔速度的影响规律。分析认为,在桩孔斜度确定的情况下,冲锤质量和冲击行程是影响冲击成孔效率的主要因素,而摩擦系数的影响可以不作具体要求。     

倾斜界面中反射波走时计算

对于平层界面和倾斜界面的反射地震波,基于射线理论,采用波动方程进行数值模拟;使用Matlab软件,编写2种界面不同倾角、不同震中距时反射地震波走时程序,绘制走时曲线,分析地震波的传播特点,为研究地震波在地球内部的传播路径提供参考。     

倾斜界面中反射波走时计算

对于平层界面和倾斜界面的反射地震波,基于射线理论,采用波动方程进行数值模拟;使用Matlab软件,编写2种界面不同倾角、不同震中距时反射地震波走时程序,绘制走时曲线,分析地震波的传播特点,为研究地震波在地球内部的传播路径提供参考。