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21.
利用气象卫星的时间、空间上的优势,在总结长江河口河槽演变基本模式的基础上,结合卫星图像的分析,确定和研究长江口泥沙地区悬移质的输移路线和活动范围,探讨分析了长江口悬浮泥沙浓度分布动态,分析了滩槽泥沙交换对航道淤积的影响,为长江口深水航道整治方案的确定提供了科学依据。  相似文献   
22.
依托工程实例,对粉土场地强夯加固振动衰减规律及其对建筑物的影响开展试验研究,探讨了振动加速度与强夯能量、传播距离之间的关系,建立了2种能级夯击振动加速度衰减公式;提出了建筑物最小安全距离的确定方法及减轻强夯振动影响的工程措施。结果表明:强夯振动加速度峰值近似按指数函数衰减,且强夯能量越大,振动衰减速度越快;夯击振动卓越频率为8—10Hz,振源距对振动卓越频率影响不大;振源距达到50m时,2种能级的强夯振动对建筑物影响均可忽略不计。  相似文献   
23.
提出了矿渣粉加固粉土的相关理论。将矿渣粉在加固土中的作用归结为火山灰胶凝效应和微集料填充效应,而火山灰胶凝效应又可进一步归结为水化作用、激发作用和离子交换作用;认为微集料填充效应与矿渣粉细度极为相关;用框图归纳了矿渣粉加固土的两种作用效应。进行了矿渣粉、石灰粉加固土无侧限饱水抗压强度、水稳定性、冻稳定性、温度收缩和干燥收缩等路用性能试验,并进行比较。结果表明,矿渣粉加固土所测路用性能指标优于石灰粉加固土。为工程应用提供了试验依据。  相似文献   
24.
Standard Penetration Test(SPT) and Cone Penetration Test(CPT) are the most frequently used field tests to estimate soil parameters for geotechnical analysis and design.Numerous soil parameters are related to the SPT N-value.In contrast,CPT is becoming more popular for site investigation and geotechnical design.Correlation of CPT data with SPT N-value is very beneficial since most of the field parameters are related to SPT N-values.A back-propagation artificial neural network(ANN) model was developed to predict the N6o-value from CPT data.Data used in this study consisted of 109 CPT-SPT pairs for sand,sandy silt,and silty sand soils.The ANN model input variables are:CPT tip resistance(q_c),effective vertical stress(σ'_v),and CPT sleeve friction(f_s).A different set of SPT-CPT data was used to check the reliability of the developed ANN model.It was shown that ANN model either under-predicted the N_(60)-value by 7-16%or over-predicted it by 7-20%.It is concluded that back-propagation neural networks is a good tool to predict N_(60)-value from CPT data with acceptable accuracy.  相似文献   
25.
强夯法处理软弱粉土地基试验研究   总被引:3,自引:2,他引:3  
介绍了钱塘江南岸软弱粉土地基试验区通过降水强夯与填石强夯的试验效果, 并对不同夯击能夯击前后粉土地基的物理力学性质、变形特性、抗液化性能等静力动力特性进行了对比研究。  相似文献   
26.
Current techniques for liquefaction screening, ground modification for liquefaction mitigation, and post-improvement verification rely on knowledge gained from extensive research on clean sands, field observations of liquefied ground, and judicial correlation of normalized penetration resistance [(N1)60,qc1N] or shear wave velocity (vs1) data with field liquefaction observations. Uncertainties prevail on the direct extrapolation of such techniques for silty soil sites. This paper examines laboratory data on liquefaction resistance, strength, and vs1 of sands and silty soils using grain contact density as the basis. Effect of silt content on cyclic resistance, strength, mv, and cv is examined in this light. Rational insights on effects of silt content on the current screening techniques based on (N1)60, qc1N, and vs1 to silty soils are offered. Recent advances and modifications to the traditional densification, drainage, and permeation grouting techniques to make them viable for silty soils are discussed.  相似文献   
27.
The effect of repeated freezing and thawing cycles on an experimentally-produced laminated silt loam was studied with the purpose of obtaining more insight into the genesis of macro- and microstructures observed in the loessic formations of Northwestern Europe. The laminated silt loam was subsequently subjected to 18 cycles of alternate freezing and thawing. The minimum temperature recorded after 11 days of frost was ? 7°C at a depth of 5 cm and ? 4°C at 29 cm. The underlying sediments, compact loam (except its upper part) and sand, always remained unfrozen. The experiment reproduced a seasonal superficially frozen ground. New structures and microfabrics in the form of vesicles, platy structures, shear planes, and micro-undulations were created by ice segregation and thawing, mechanical stress and subsequent frost-creep. The impact of the freezing and thawing cycles is very strong, all the laminae being deformed or broken. Judging by the abundance and the diversity of the structures created, freezing is a more important process than simple drying without frost. As is evidenced by the range in temperature chosen for the experiment and the low number of cycles, these structures do not necessarily require severe climatic conditions to develop, unlike frost cracks or ice wedge casts. They could develop in winter conditions similar to those present today in the French Southern Alps.  相似文献   
28.
Quartz silt is a widespread detrital sediment with large aeolian (loess) and alluvial silt deposits forming important components of many contemporary landscapes. Despite research findings which indicate that a range of opportunities exist for the comminution of quartz into silt particles within a wide variety of geomorphic environments (e.g. glacial grinding, fluvial comminution, aeolian abrasion, frost weathering, salt weathering, insolation weathering and deep weathering), the ‘glacial-aeolian’ hypothesis has traditionally been favoured as the most likely explanation for loess formation and loess is seen as primarily a Quaternary phenomenon. As a consequence there has been a tendency to underestimate sediment inputs into loess systems by geomorphological processes operating within pre-Quaternary environments. In particular, earth scientists may have considerably underestimated the role of weathering in global silt generation, as there are now many references to the existence of a patchy but widespread distribution of pre-Quaternary weathering profiles across the glacial and periglacial landscapes of the Northern Hemisphere (e.g. North America, British Isles, north and central Europe), landscapes within which many of the classical loess deposits are located. These observations suggest that weathering profiles may have covered large tracts of the Northern Hemisphere land surface prior to the Quaternary glaciations. This, in turn, may have important implications for quartz silt generation as: (1) experimental studies indicate that many weathering processes are capable of generating significant quantities of silt-sized debris, and (2) particle characteristics displayed by saprolitic material that has developed on quartz rich crystalline source rocks often include significant quantities of either silt-sized material, or quartz grains that are weakened by weathering derived microfractures. Thus, weathering profiles may represent ‘mines’ of actual and potential quartz silt, available for release into sedimentary systems when these profiles are subsequently reworked by geomorphological processes such as glacial, fluvial and aeolian erosion.  相似文献   
29.
湘江尾闾河槽演变和整治意见   总被引:1,自引:0,他引:1       下载免费PDF全文
根据1988—1990年对湘江尾闾河槽进行实地考察所采集的河床底质和浅钻资料,及在艑山、岳阳、城陵矶三个测流断面所取得的水文、泥沙数据,从水动力条件和地质地貌及沉积相角度进行分析,发现河槽呈缓慢右移,右汊冲深,左汊淤浅,河宽逐渐缩窄的趋势。整治应以挖槽疏浚为主,浚深右汊中部河段,适当采取丁坝、潜坝、炸礁工程。引流归槽,以挖制河势,稳定航道。  相似文献   
30.
杭州湾粉质土动强度特性研究   总被引:8,自引:0,他引:8       下载免费PDF全文
通过对杭州湾海底浅层粉土动强度的研究 ,发现动强度指标内摩擦角Cd 为静强度的39.7 %左右 ,同时动强度与固结比Kc、振动频率 f关系密切。当Kc 较小时 ,动强度随Kc 的增大而增大 ,但Kc>1.5后 ,动强度曲线平缓且有降低的趋势 ;在振动次数较小 (<22次 )时 ,f=0.2Hz的粉土表现出较高的动强度 ,振动次数较大后 ,曲线变化复杂 ,这可能与试样两端的透水石发生共振有关 ,但均在30~50次振动范围内出现峰值后破坏。  相似文献   
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