挡墙基底换填对弃土场边坡稳定性影响分析     

肖建宇  谢忠勇  张著伦 《地质灾害与环境保护》2020,(1):81-86

为了研究弃土场边坡挡墙加固中,挡墙基底在不同换填宽度条件下以及在同一宽度条件下不同换填深度对弃土场边坡稳定性的影响。基于有限元强度折减法理论,利用midas GTS有限元软件,依托工程实例建立二维有限元模型。分析了不同换填宽度及换填深度情况下弃土场边坡在暴雨工况下的稳定性系数。研究发现在同一换填宽度条件下,换填深度对边坡稳定性起决定性作用;只有在换填深度达到一定值时,增加换填宽度才对边坡稳定性有提升作用。  相似文献   

Scoping the effective marine environmental assessment of dredging and ocean disposal of coastal sediments in Korea   总被引：1，自引：0，他引：1  

Dae-In Lee  Ki-Hyuk Eom  Gui-Young Kim  Gun-Wook Baeck 《Marine Policy》2010

The application of scoping is reviewed to improve the efficiency and rationality of the marine environmental impact assessment system applied to the dredging of coastal sediments and the oceanic disposal of dredged material in Korea. Both the impact levels and those items requiring assessment vary in response to differing goals of the coastal activities involved and also to changes in the characteristics of different marine environments. As a consequence, different assessment fields need to be emphasized for evaluation of the impact that both dredging and dumping might have on the sites involved. The status of current assessment procedures is examined and its problems are diagnosed. Following a survey of interested parties and a review of case studies of the oceanic disposal of dredged sediment in other countries, checklists of core assessment items are proposed as part of a revamped review process, along with improvements to the assessment system.  相似文献   

疏浚物倾倒现状与转化为再生资源的研究--中国海洋倾废面临的困难和对策   总被引：12，自引：1，他引：12  

张和庆  谢健  朱伟  黄亦真  石萍 《海洋通报》2004,23(6):54-60

介绍了我国海洋倾废的历史和现状,分析了疏浚泥海洋倾倒面临的困难,这些困难将是今后相当长时期困扰和阻碍港口、航道和海岸海洋工程建设和发展的巨大障碍。只有将疏浚泥转化为再生资源,才能从根本上缓解海洋工程建设中疏浚泥的出路问题。把疏浚泥转化为再生资源的方法主要有3种：(1)将疏浚泥干燥、脱水后直接用于填海造地;(2)利用固化处理的化学方法,将疏浚泥转化为围海造地的填充料;(3)利用热处理的方法通过烧结将疏浚泥转化为生产轻型建筑材料和建筑陶瓷的原料。  相似文献   

Comparison of Remolded Shear Strength with Intrinsic Strength Line for Dredged Deposits   总被引：1，自引：0，他引：1  

邓东升 《中国海洋工程》2007,21(2):363-369

Chandler proposed the intrinsic strength line to correlate the undrained shear strength of samples one-dimensionally consolidated from slurry with the void index proposed by Burland. The undrained shear strength on the intrinsic strength line is different from the remolded undrained shear strength that is an important parameter for design and construction of land reclamation. The void index is used in this study for normalizing the remolded strength behavior of dredged deposits. A quantitative relationship between remolded undrained shear strength and void index is established based on extensive data of dredged deposits available from sources of literature. Furthermore, the normalized remolded undrained shear strength is compared with intrinsic strength line. The comparison result indicates that the ratio of undrained shear strength on the intrinsic strength line over remolded undrained shear strength increases with an increase in applied consolidated stress.  相似文献   

区域维护性疏浚土处置方案探讨——以广州港为例     

石萍  田海涛  何桂芳  谢健 《海洋通报》2011,30(5):583-587

维护性疏浚土的处置己严重制约着港口航道建设,成为急需解决的关键问题.对于区域维护性疏浚土的处置,需要综合考虑疏浚土的产生地、产生量、产生时段、性质和处置场所的距离、处置方式、处置能力、区域规划等因索,制定科学合理有序的统一规划.以广州港为例,探讨了区域维护性疏浚土处置方案,分析了广州港近五年维护性疏浚土的产生量、区域分...  相似文献   

吹填泥浆中土颗粒沉降-固结规律研究   总被引：1，自引：0，他引：1  

张楠  朱伟  王亮  吕一彦  周宣兆 《岩土力学》2013,34(6):1681-1686

吹填泥浆中土颗粒沉降-固结过程十分复杂,其中土颗粒的沉降固结规律并不明确。室内沉降试验采用一种改进的方法--分层抽取法,先得到土颗粒体积分布规律,再利用体积通量函数法计算不同粒组颗粒平均沉速。计算结果表明,吹填泥浆在沉降过程中会出现3个区域,分别是干涉沉降区、絮体压缩沉降区和自重固结区;在沉降初期0～1 h和1～7 h内,干涉沉降区内土颗粒沉速远小于Stokes公式沉速计算值,颗粒沉速分别与颗粒直径的0.488 1和0.111 7次方有关。絮体压缩沉降区和自重固结区内颗粒基本不出现分选现象,均属于泥浆颗粒的沉积物;该试验中絮体压缩沉降区的密度约为1.04 g/cm3。  相似文献   

含水率对重塑淤泥不排水强度性质的影响   总被引：2，自引：0，他引：2  

王亮  谢健  张楠  王升位  吕一彦 《岩土力学》2012,33(10):2973-2978

通过室内调配不同含水率的重塑淤泥,利用研制的室内微型高精度十字板剪切仪,研究了含水率对重塑淤泥重塑不排水强度的影响。该仪器的剪切强度分辨率为1 Pa,经试验验证,仪器测量结果的稳定性较好,但对强度越低的重塑淤泥试样其测量值的相对平均偏差越大。淤泥含水率对淤泥的不排水强度有显著影响,不排水强度均随含水率/液限的增大而减小,含水率/液限越大,不排水强度下降趋势越小。相同的含水率/液限时,不同种类的重塑淤泥的不排水强度比较接近。在双对数坐标中,不排水强度均随含水率/液限的增大而线性减小。由试验数据得出了不同种类重塑淤泥的不排水强度与含水率/液限之间的关系式,利用该关系式可以求得每一种重塑淤泥任意含水率下的不排水强度。文中的试验值大于洪振舜提出的关系式的计算值。当IL >2时,试验值与Locat和Leroueil提出的关系式的计算值基本吻合,当IL <2时,试验值大于Locat和Leroueil提出的关系式的计算值。  相似文献   

Critical State Parameters of Dredged Chennai Marine Clay Treated with Low Cement Content     

Palanidoss Subramaniam  Mohanachandra Menon Sreenadh  Subhadeep Banerjee 《Marine Georesources & Geotechnology》2016,34(7):603-616

The present article discusses the stress–strain behavior and critical state parameters of the dredged Chennai marine clay stabilized with low cement content (2.5–10%). A series of one-dimensional consolidation tests and consolidated undrained tri-axial tests are performed on the cement stabilized dredged Chennai marine clay to evaluate the critical state parameters (λ, κ, M, Г, N) for varying cement contents and curing days. The results show that the slope of the critical state line M increases with an increase in the cement content. The parameter λ for the treated marine clay increases up to a cement content of 7.5% followed by a reduction. The parameter κ decreases with the addition of cement content. Finally, empirical formulations are proposed to predict the critical state parameters as the functions of the cement's contents and curing days.  相似文献   

苍南海域疏浚物倾倒悬浮物扩散特征现场试验分析   总被引：1，自引：0，他引：1  

何东海  何琴燕  吴光荣  江再寿  洪元旦 《海洋工程》2013,31(3):101-106

通过海上倾倒试验,了解疏浚物倾倒在苍南海域的悬浮物扩散特征。试验结果表明:1)疏浚物粒径特征值为倾倒点水体中悬浮物特征值的1.3～2.7倍,倾倒试验过程中水体中悬浮物粒径值的变化较好地体现了疏浚物在水体中的沉降过程;2)由倾倒引起的悬浮物浓度增加而形成的云团在15～30 min后漂离倾倒点,30～60 min后,云团基本消失,且由倾倒引起的悬浮物增量效应也基本结束;3)倾倒云团在顺流方向距倾倒点0.3～0.4 km处,表层水体悬浮物增量影响不明显,疏浚物倾倒造成水体悬浮物浓度增高的影响在顺流方向1.5 km左右基本结束。  相似文献   

Stress-Strain Behavior of Light-Weighted Soils     

Gil-Lim Yoon  Byung-Tak Kim 《Marine Georesources & Geotechnology》2013,31(3):248-266

Unconfined and triaxial compression tests were carried out to examine the behavior of light-weighted soils (LWS) consisting of expanded polystyrene (EPS), dredged soils, and cement with respect to initial water content. The stress-strain behavior of LWS are analyzed with varying initial water content and silt contents of dredged soils, cement ratio, and confined stress. As initial water contents increase, the compressibility index increases and the preconsolidation pressure was vice versa. As initial water contents increase, the slope of stress-strain curve in elastic zone increases and strain rate at failure decreases and the strain rate at failure was not changed by the being of foams. As initial water contents increase, a compressive strength of LWS decreases. The decrement ratio of compressive strength of LWS with foams increases as cement content increases and initial water contents decreases. The compressive strength increases as silt contents increases.  相似文献