利用多分辨率半边进行全球多分辨率DEM无缝表达

矢量化的复杂建筑平面图纸受各类图元的干扰,其空间布局识别难度非常高,然而在5G基站建设、智能家居以及AR/VR（augmented reality/virtual reality）中广为应用。提出了一种结合栅格图像和矢量表示的高性能融合对偶识别方法。首先,采用建筑平面图纸的栅格化表示,提取建筑图纸的主要发展方向,构建分割的若干个封闭区域空间。然后,采用建筑平面图纸的矢量化表示,利用空间识别的有向性和邻接特性,创新地提出使用半墙数据结构进行墙体几何位置和拓扑关系的计算,从而根据空间对偶原理高精度地整体重建墙体布局。最后,获取包含各类墙体布局的矢量建筑平面图数据集,并进行方法的实验验证。实验结果证明了所提出的先空间后墙体的融合对偶识别算法对于各类建筑模型类型均具有可用性和有效性。与传统先墙体后空间的识别方法相比,所提方法具有更高的鲁棒性,受特定建筑图纸类型的干扰更少。     

弹性反射波频谱分析对比法检测浆砌片石挡墙质量

大量的浆砌片石挡墙需要作快速质量检测,作者比较了利用弹性波速、瑞利面波和弹性波频谱分析法后,认为后者分辨率高,方法简单,并作了几百个点的检测,得到了成功。     

PLS法与隧道围岩稳定性分类

围岩稳定性是隧道工程支护设计的基本参数,采用偏最小二乘回归法,综合考虑多因变量影响因素,对隧道围岩稳定性分类进行回归建模,并取得较好效果.     

峒室围岩松动圈震波探测技术与应用

简要介绍了利用地震波进行巷道围岩松动圈测试与解析的原理和方法技术。通过在煤矿巷道松动圈震波测试的应用实例,说明了单孔检层与跨孔CT方法是一种有效的围岩松动圈测试方法。     

三峡库区巫山新城超高加筋挡墙变形破坏及修复研究

结合三峡库区弃渣灾害的防治和回填增地,以巫山新城加筋土挡墙等实际工程为典型进行剖析,对加筋土挡墙,特别是超高加筋土挡墙变形破坏机制和过程进行了系统深入的研究。从加筋土挡墙填土物理力学性质室内试验研究入手,采用FLAC等数值计算方法,系统地研究了加筋土挡墙的应力状况和变形破坏特性。将离心模拟技术应用于超高多级加筋土挡墙(H=57m)的研究中,进行了三级加筋土挡墙的离心模型试验,对加筋土挡墙墙背土压力分布规律、挡墙面板和填土的沉降情况以及拉筋的拉力分布规律进行了详细而系统的研究。特别是精心设计出离心模型试验中三级挡墙的面板与拉筋的联结,较真实地反映了实际工程中加筋土挡墙整体复合结构的力学特性。根据研究结果,提出了巫山新城加筋土挡墙修复加固方案,编制了设计报告,并加以实施。目前,修复加固工程效果良好。　对库区,乃至全国超高加筋土挡墙的建设均有指导和示范作用。     

深基坑工程渗漏防治

较全面地分析了深基坑工程渗漏水的原因,提出了预防渗漏水的技术措施,并结合工程实例介绍了几种实用的深基坑工程防渗堵漏技术。     

CFRP加固一字形竖缝耗能预制剪力墙抗震性能研究

以一字形竖缝耗能预制剪力墙作为研究对象,设计了3个装配式剪力墙试件及1个现浇剪力墙对比试件,进行低周往复荷载试验,并对破坏墙体进行CFRP加固,再次进行拟静力试验。试件变化参数包括轴压比、混凝土强度等级及配筋率,对比分析加固前后试件滞回性能、刚度退化、承载力和耗能能力等性能。试验结果表明,与现浇剪力墙相比,一字形竖缝耗能预制剪力墙工作性能良好,阻尼器屈服耗能提高了试件整体工作性能;CFRP加固可有效抑制墙体斜裂缝的发展,对墙体承载力及耗能能力均有显著改善作用;各试件均满足剪力墙弹塑性层间位移角限值要求,延性较好;试件整体表现出良好的抗震性能。     

Modeling the 2D behavior of dry‐stone retaining walls by a fully discrete element method

The dry‐stone retaining walls (DSRW) have been tipped as a promising solution for sustainable development. However, before recently, their behavior is relatively obscure. In this study, discrete element method (DEM) approach was applied to simulate the plane strain failure of these walls. A commercial DEM package (PFC2D™) was used throughout this study. The authors used a fully discrete approach; thus, both the wall and the backfill were modeled as discrete elements. The methodology for obtaining the micromechanical parameters was discussed in detail; this includes the three mechanical sub‐systems of DSRWs: wall, backfill and interface. The models were loaded progressively until failure, and then the results were compared with the full‐scale experimental results where the walls were loaded, respectively, with hydrostatic load and backfill. Despite its complexity and its intensive calculation time, DEM model can then be used to validate a more simplified approach. Copyright © 2015 John Wiley & Sons, Ltd.     

Retaining wall optimization using interior search algorithm with different bound constraint handling

Along with the applicability of optimization algorithms, there are lots of features that can affect the functioning of the optimization techniques. The main purpose of this paper is investigating the significance of boundary constraint handling (BCH) schemes on the performance of optimization algorithms. To this end, numbers of deterministic and probabilistic BCH approaches are applied to one of the most recent proposed optimization techniques, named interior search algorithm (ISA). Apart from the implementing different BCH methods, a sensitivity analysis is conducted to find an appropriate setting for the only parameter of ISA. Concrete cantilever retaining wall design as one of the most important geotechnical problems is tackled to declare proficiency of the ISA algorithm, on the one hand, and benchmark the effect of BCH schemes on the final results, on the contrary. As results demonstrate, various BCH approaches have a perceptible impact on the algorithm performance. In like manner, the essential parameter of ISA can also play a pivotal role in this algorithm's efficiency. Copyright © 2017 John Wiley & Sons, Ltd.     

日照市河谷平原区成井方法对比研究

在分析日照河谷平原区水文地质条件的基础上,通过大量抽水试验数据,对比分析研究了当地民井与本次施工水井成井方法的差异,指出了当地民井在成井方法上的不足和缺陷,并提出了适宜该区的成井方法建议。