Abundance,breeding and growth of the ocypodid crab Dotilla myctiroides (Milne-Edwards) on a West Malaysian beach

The ocypodid crab, Dotilla myctiroides, was studied on the south-west coast of peninsular Malaysia. The mean numbers and biomass over a year along a transect from high to low water ranged from 37·5 to 579 crabs m^?2 and from 2·22 to 50·79 g m^?2 (wet weight) respectively. Berried females were found in all months of the year but two peaks of activity were apparent, from November to February and May to July. It is suggested that this may be related to changes in food abundance associated with the effects of monsoon winds on sea currents. Laboratory growth studies indicated that maximum life span was approximately 13 months (from first crab stage) for males and 10 months for females. Growth rate decreased with increasing size of crab. Egg number increased with size of female.     

Solute transport in sand and chalk: a probabilistic approach

A probabilistic approach is used to simulate particle tracking for two types of porous medium. The first is sand grains with a single intergranular porosity. Particle tracking is carried out by advection and dispersion. The second is chalk granulates with intergranular and matrix porosities. Sorption can occur with advection and dispersion during particle tracking. Particle tracking is modelled as the sum of elementary steps with independent random variables in the sand medium. An exponential distribution is obtained for each elementary step and shows that the whole process is Markovian. A Gamma distribution or probability density function is then deduced. The relationships between dispersivity and the elementary step are given using the central limit theorem. Particle tracking in the chalky medium is a non‐Markovian process. The probability density function depends on a power of the distance. Experimental simulations by dye tracer tests on a column have been performed for different distances and discharges. The probabilistic approach computations are in good agreement with the experimental data. The probabilistic computation seems an interesting and complementary approach to simulate transfer phenomena in porous media with respect to the traditional numerical methods. Copyright © 2006 John Wiley & Sons, Ltd.     

毛乌素沙地沙漠化原因探讨

从人类活动对环境的影响入手，分析毛乌素沙地沙漠化的原因，进一步证明了：沙漠化主要是人造成的，也只有人类才能够控制它。     

宝钢原料堆场采用砂桩加固软弱地基与分级堆料提高地基强度的实施效果

场地在工程地质分区上属于软土地层区、天然地基不能满足原料堆场的强度要求。为保证原料场的稳定与安全,在地基的处理上,采用了挤密砂桩和利用生产原料的自重进行分级堆高预压两项加固措施,增大了地基强度,达到了设计要求。     

钙质砂室内载荷试验研究

为保护和开发海洋资源,在珊瑚礁上进行工程建设时必须要查明岛礁上钙质砂地基的承载力和变形特性。室内载荷试验的结果表明,相同密实度的钙质砂具有比石英砂大得多的承载力和变形模量,变形量则小得多;钙质砂的承载力随着相对密实度的增大而增大,破坏时的变形量显著减小;相同密实度下饱和钙质砂比干燥钙质砂的承载力和变形模量低很多。钙质砂地基中土压力随深度急剧衰减,荷载的有效影响深度为2～3倍基础宽度;随着荷载的增大,土压力从表层逐渐传递到更深的土层。     

中川机场扬沙、浮尘和沙尘暴低能见度的气候特征

统计分析了 1987～ 1998年间 ,中川机场扬沙、浮尘和沙尘暴低能见度的年际、年、日变化及其出现次数和持续时间等气候特征 ,得出风沙日数减少 ,扬沙低能见度主要出现在午后 ,浮尘低能见度主要出现在上午及傍晚等结论。     

掺砂率对高放废物处置库中缓冲/回填材料收缩特性的影响

缓冲/回填材料的收缩特性对高放废物处置库的长期安全性和稳定性具有重要影响。以高庙子（GMZ） 膨润土-砂混 合物缓冲/回填材料为研究对象,探究了0~50%掺砂率下,试样蒸发失水过程中的收缩特性。试验结果表明：（1） 试样的水 分蒸发过程可分为常速率阶段、减速率阶段和残余阶段,且掺砂率对各阶段水分蒸发过程均有显著影响;（2） 掺砂率对试 样缩限值基本没有影响,但收缩应变却随着掺砂率的增大而减小;试样收缩系数在掺砂率为30%时达到最大,之后随掺砂 率的增大而减小;（3） 在不同掺砂率下,试样收缩均呈现出明显的各向异性;（4） 掺砂率越高,试样进气点对应的含水率 越大,最终孔隙比也越大。     

Barodesy: a new hypoplastic approach

It is shown that the asymptotic mechanical behaviour (i.e. stresses asymptotically obtained with constant deformation rates) determines the entire mechanical behaviour of granular materials, such as soil. In this paper, a constitutive model, or rather a new theoretical framework, for sand is derived in terms of rational mechanics. The new theory, called ‘barodesy’, has an outstanding simplicity and comprises previously introduced concepts of Soil Mechanics: critical states and barotropy (i.e. power law dependence of stiffness on stress). Copyright © 2011 John Wiley & Sons, Ltd.