不确定性条件下的下辽河平原地下水脆弱性评价及空间分布软区划

建立地下水脆弱性评价的DRASTICH模型,辨析各个参数的不确定性特征,采用随机模拟方法同时对随机性参数和模糊性参数模拟赋值。分别对模糊性参数和脆弱性指数统计值设立具有概率分布意义的置信水平和百分位,得到多重地下水脆弱性的指数区间,在此基础上,分别绘制地下水脆弱性的保守分布图和冒险分布图,并对研究区地下水脆弱性分布状况进行分析。结果表明：① 以模糊区间形式表示的地下水脆弱性评价结果,能反映多种不确定因素综合影响下的地下水脆弱性客观实际情况,可提供更多可靠性方面的信息;② 以软区划方式制作地下水脆弱性分布图,保留了不确定性客观存在的事实,可给予决策者更多参考信息和调整余地;③ 地下水脆弱性软区划分布图显示：保守分布的脆弱性程度总体要高于冒险分布,置信水平选择越高,冒险分布与保守分布的空间分布差异越接近,且与最大可能性分布情况越接近;④ 研究区地下水脆弱性分布具有明显的空间集聚现象,地下水高脆弱性区域主要集聚在下辽河平原中部和南部地区,低脆弱性区域一般分布在下辽河平原东、西两侧地区。     

Settlement and Stability Analysis on Soft Clay Under Cyclic Loading

The results of undrained cyclic triaxial tests on three types of clays are collected and a relationship among the accumulated strain, the initial stress state, cyclic stress in the soil, as well as the number of cycles is established based on the experimental data. With this relationship, a procedure is proposed for subsidence and stability analysis on soft clay under the action of cyclic loads.     

Stability of the Guiding Dike in Yangtze Estuary Under the Wave Load

1 .IntroductionIt has beenrealizedthat constructing gravitystructures onsoft soil foundations is a difficult task,especiallyinthe marine area where boththe geological and environmental conditions are severe .Thisisnot only because the bearing capacity of the soft foundation is relatively low, but also because thestrength of the soft soil will befurther weakened bythe waveloading (Andersenet al .,1988 ;Ander-sen and Lauritzsen,1988 ; Yasuhara ,1988) .The strength weakening may cause serious d…     

宁波北仑海域风浪统计性质研究

根据宁波北仑海域的连续3a的实测风浪资料,讨论了在不同风速条件下波高分布和周期分布,以及两者的联合分布;通过与理论结果的比较,得出波高分布与Rayleigh分布基本符合,但有一些差异,周期分布与孙孚的理论周期分布较符合,而波高与周期的联合分布除了图形的形状以及大波对应的无因次周期的值与孙孚的理论值有差异外,两者吻合较好。     

南海东北部两种软珊瑚

金黄编笠软珊瑚Morchellana boleliformis(Ridley)和黎明编笠软珊瑚Morchellana auroro(Ridley)隶属于棘软珊瑚科Nephtheidae编笠软珊瑚属Morchellana,于1979—1983年采自南海东北部水域。     

Effect of Sea Level Variation on Calculation of Design Water Level

The long-term variation and seasonal variation of sea level have a notable effect on the calculation of engineering water level. Such an effect is first analyzed in this paper. The maximal amplitude of inter-annual anomaly of monthly mean sea level along the China coast is larger than 60 cm. Both the storm surge disaster and cold wave disaster are seasonal disasters in various regions, so the water level corresponding to the 1% of the cumulative frequency in the cumulative frequency curve of hourly water level data for different seasons in various sea areas is different from design water level, for example, the difference between them reaches maximum in June, July and August for northern sea area, and maximum in September, October and November for Southern China Sea. The hourly water level data of 19 gauge stations along the China coast are analyzed. Firstly, the annual mean sea level for every station is obtained; secondly, linear chan ging rates of annual mean sea level are obtained with the stochasti     

Pathways to sustainable landscape management: peer recognition as an indicator of effective ‘soft’ actions

New Zealand is a food producer and exporter that combines neoliberal policy with performance-based environmental management, using ‘soft’ governance and actions where possible. Voluntary environmental farm awards are analysed to identify the landscape management activities recognised as best practice by peers at a farm level. Results highlight the importance of whole farm system management. However, the efficacy of reliance upon voluntary mechanisms is coming under increasingly critical scrutiny, as environmental conditions in intensive agricultural landscapes continue to decline. The research question this poses is whether whole farm plans can be practically and formally connected in three concurrent ways – to supply chain management, and to statutory planning frameworks and environmental regulations and to local landscape co-management – while still maintaining flexibility of action for the farmer.     

Stone pillar rockfall in Danxia landform area,Mt. Langshan,Hunan Province,China

A typical Danxia stone pillar, Leipishi I, in the World Natural Heritage site at Mt. Langshan, China, collapsed on 2 November 2009. To understand the mechanism controlling this rockfall event, uniaxial compressive strength, tensile strength, resistance against sulfuric acid, and freezing and thawing properties were analyzed from 44 sandstone and conglomerate cores collected from the Lanlong Formation, the only exposed formation on Mt. Langshan. In addition, four rock slices were created for analysis under a polarizing microscope. A detailed reconstruction of the geometry and restraint conditions of the stone pillar in place before the rockfall occurred permitted an estimation of the stress state before collapse using 3D finite-element code. The results show that the rapid retreat of soft, intercalated rock layers due to weathering can profoundly change the stress state within the rock body, causing compressive or tensile stresses to rise above compressive or tensile strengths in specific sections of a rock body, and causing partial or complete collapse.     

加劲桩配合工法桩在软土基坑中的支护效果评价

以嘉兴晶辉广场深基坑工程为背景,研究了旋喷加劲桩在软土深基坑中的支护效果。结合监测数据,利用FLAC 3D有限差分软件,对旋喷加劲桩配合SMW工法桩(劲性水泥土搅拌桩)这种组合结构在基坑各个开挖工况下的受力情况以及深层土体水平位移变化情况进行模拟计算。结果表明:深层土体水平位移曲线呈"鼓肚状",最大水平位移安全合理,位于基坑开挖底面以上1m~2m处;SMW工法桩所受剪力随开挖深度的加深而增大;三排加劲桩所受拉力呈现为越接近基坑开挖底面越大的规律。模拟结果与实际监测结果基本一致,且均在安全范围内。说明旋喷加劲桩在软土基坑中的支护效果较好,此次模型的建立较合理,为今后类似基坑工程的设计计算提供了参考。     

滇中红层软岩微观结构及水理特性试验研究

滇中红层软岩具有成岩作用差、易产生较大变形、遇水易软化、易崩解等特征,本文采用环境扫描电镜试验和水理特性试验,对红层软岩的微观结构特征,崩解、膨胀、软化等水理特性进行了研究。试验结果表明,红层软岩矿物粒间空隙大多被粘土矿物填充,粘土矿物以伊利石和蒙脱石为主,为混层结构,结晶程度相对较差,多数有蚀变的痕迹。具有微小裂隙的红层软岩在1~2次充分饱水烘干后,崩解性开始显现;随着干湿循环次数增加,岩样的质量变化呈减小趋势;干湿循环次数继续增加,崩解性指数趋于平缓。红层软岩由于风化作用影响程度和自然含水率的差异,岩体内部崩解张力具有明显不均匀性。经过自由浸水48h后,红层软岩的单轴抗压强度降低29.83%~58.47%,各地层软化系数在0.4~0.7之间,遇水后呈现显著软化效应。这些结果为红层软岩地区公路工程建设的工程地质研究提供了一定参考。