山东省日照市蓝色经济区工程建设适宜性评价     

朱伟  李玲  杨鹏  杨崇敬  艾洪键 《地球学报》2024,45(1):112-122

本文以山东省日照市蓝色经济区为研究区, 通过野外地质调查和室内综合分析, 选取场地稳定性、工程地质条件、地下水条件, 地形排水条件、地质灾害及其他因素6个一级评价因子, 构造活动、场地土类型、建筑场地类别等13个二级评价因子, 利用专家-层次分析定权法进行区内工程建设适宜性评价, 得到了相应工程建设评价分区图。评价结果表明, 日照市场地工程建设适宜性总体较好, 大部分地区适宜进行高层建筑工程建设, 占84.50%; 地下空间开发利用条件优越, 全区多数地区属于城市地下空间建设适宜区, 适宜性差及不适宜区主要分布在付疃河两岸附近和海岸附近、大型高速公路和铁路沿线一带区域及城区; 轨道交通建设适宜性良好, 小部分不适宜区主要集中在付疃河下游夹仓和小古镇一带及其沿海地区。评价结果可有效地服务于该地区规划布局、建设发展和工程选址, 具有重要的理论和实践指导意义。  相似文献   

On the spatial characteristic of the short term and imminent anomalies of underground water behaviors before strong earthquake     

杜学彬  刘耀炜  倪明康 《地震学报(英文版)》1997,10(4):523-533

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三江平原旱田耕作对湿地土壤理化性质的累积影响初探   总被引：4，自引：5，他引：4  

袁兆华  吕宪国  周嘉 《湿地科学》2006,4(2):133-137

在中国科学院三江平原湿地生态试验站综合实验场,对不同耕作年限的湿地土壤(0~20 cm)进行环境累积效应分析。结果表明,随着开垦时间的增加,土壤的理化性质发生渐变,物理性质方面,土壤容重和比重逐渐增大,而孔隙度和田间持水量逐年减少;化学性质方面,土壤pH值随开垦时间的增加而增加,有机质和其他养分则随开垦时间的增加而逐年降低。弃耕后土壤性质有所恢复。土壤性质在开垦初期变化较明显,而后逐渐变缓。  相似文献   

Monte Carlo simulation of mixing in Ca3Fe2Ge3O12–Ca4Ge4O12 garnets and implications for the thermodynamic stability of pyrope–majorite solid solution     

Victor L. Vinograd  Bjoern Winkler  Daniel J. Wilson  Andrew Putnis  Julian D. Gale 《Physics and Chemistry of Minerals》2006,33(8-9):533-544

Static lattice energy calculations, based on empirical pair potentials, were performed for a large set of structures differing in the arrangement of octahedral cations within the garnet 2 × 2 × 2 supercell. The compositions of these structures varied between Ca₃Fe₂Ge₃O₁₂ and Ca₄Ge₄O₁₂. The energies were cluster expanded using pair and quaternary terms. The derived ordering constants were used to constrain Monte Carlo simulations of temperature-dependent mixing properties in the ranges of 1,073–3,673 K and 0–10 GPa. The free energies of mixing were calculated using the method of thermodynamic integration. The calculations predict a wide miscibility gap between Fe-rich (cubic) and Fe-pure (tetragonal) garnets consistent with recent experimental observations of Iezzi et al. (Phys Chem Miner 32:197–207, 2005). It is shown that the miscibility gap arises due to a very strong cation ordering at the Fe-pure composition, driven by the charge difference between Ca²⁺ and Ge⁴⁺ cations. The structural and thermodynamic analogies between Ca–Ge and Mg–Si systems suggest that a similar miscibility gap should exist between pyrope and Mg–Si-majorite.  相似文献   

科尔沁沙地土地利用与耕作方式对土壤风蚀的影响   总被引：2，自引：1，他引：2  

张华  季媛  苗苗 《干旱区地理》2006,29(6):861-866

土壤风蚀造成的直接生态后果是土地资源的退化。在春播前两次沙尘暴事件中,对科尔沁沙地几种具有代表性的土地类型的土壤风蚀量及土壤特性进行了野外测定、分析,结果表明:(1)在同一沙尘暴天气下,由于土地利用和耕作方式的不同,土壤风蚀量存在着差异,新垦农地和翻耕农地的风蚀量显著高于未垦草地、免耕农地和麻黄地;免耕农地则与未垦草地的风蚀量相差不大,风蚀危害较轻;麻黄地几乎不受风蚀侵害。新垦农地、翻耕农地、免耕农地、未垦草地、麻黄地两次观测的土壤风蚀量平均值依次为24.59、15.60、2.26、1.46和0.22 g/h.cm2。(2)基于土壤特性计算的土壤退化指数结果表明,新垦农地和翻耕农地发生了较为严重的退化。  相似文献   

Initiation and development of pull-apart basins with Riedel shear mechanism: insights from scaled clay experiments     

Nassima Atmaoui  Nina Kukowski  Bernhard Stöckhert  Diethard König 《International Journal of Earth Sciences》2006,95(2):225-238

Typical pull-apart structures were created in scaled clay experiments with a pure strike-slip geometry (Riedel type experiments). A clay slab represents the sedimentary cover above a strike-slip fault in the rigid basement. At an early stage of the development of the deformation zone, synthetic shear fractures (Riedel shears) within the clay slab display dilatational behaviour. With increasing basal displacement the Riedel shears rotate and open further, developing into long, narrow and deep troughs. The shear displacement and the low angle with the prescribed principal basal fault set them apart from tension gashes. At a more evolved stage, synthetic segments (Y-shears) parallel to the basal principal fault develop and accommodate progressive strike-slip deformation. The Y-shears connect the tips of adjacent troughs developed from the earlier Riedel shears, resulting in the typical rhomb-shaped structures characteristic for pull-apart basins. The Strait of Sicily rift zone, with major strike-slip systems being active from the Miocene to the Present, comprises pull-apart basins at different length scales, for which the structural record suggests development by a mechanism similar to that observed in our experiments.  相似文献   

Evaluation of three waterborne polymers as stabilizers for sandy soil     

Abdullah Al-Khanbashi  Shihab W. Abdalla 《Geotechnical and Geological Engineering》2006,24(6):1603-1625

This study reports on waterborne polymer emulsion systems that were used for structural modification of sandy soils. The first emulsion used was a styrene-acrylic, copolymer emulsion; the second and third were vinyl-acrylic, copolymer-based emulsions. Specimens were prepared by adding different polymer emulsions to the sand and water in prescribed amounts. The performance of the different emulsion systems as sand stabilizers was estimated through measurement of the hydraulic conductivity and compressive strength. Measurements of hydraulic conductivity were conducted in a flexible membrane test apparatus. The hydraulic conductivity for the three emulsions decreased at different rates, with an increase in polymer content up to 3 wt. (i.e., % by weight). Additional increase of polymer content did not introduce significant decrease in hydraulic conductivity, and, at 5 wt.%, the three emulsions had essentially the same effect. Measurements made on dry cylindrical specimens disclosed remarkable enhancement in the mechanical behavior of the system. The compressive strength and modulus of elasticity of the examined emulsions increased with a higher concentration of polymer. Scanning electron microscope (SEM) revealed that the reduction in the permeability and the improved mechanical properties can be attributed to three dominant structural changes: the development of interconnecting ties between the sand particles, the development of adhesion between neighboring sand particles in contact, and the covering of the sand particles with a thin polymer film.  相似文献   

鄱阳盆地构造—沉积特征及其演化史   总被引：3，自引：3，他引：3       下载免费PDF全文

梁兴  叶舟  吴根耀  郑华平  徐克定  张廷山  刘家铎 《地质科学》2006,41(3):404

 鄱阳盆地是发育在江南—九岭和怀玉—官帽基底拆离造山带上的白垩-古近纪张扭性断陷盆地,明显受近南北走向的赣江走滑断裂系和前白垩系逆冲断裂系晚期反转的双重因素控制,呈“两坳夹一隆”的区域构造格局。受赣江、进贤—石门街走滑断裂夹持的南昌凹陷,呈近南北向凹凸相间展布格局。进贤—石门街走滑断裂以东地区,“南断北超”型断陷自南而北由北东走向渐转为北北东向展布,其源于晚印支-燕山期北东向逆冲断裂在晚期的反转作用,西缘和北部受赣江断裂系东枝走滑断裂影响明显而发生转向。鄱阳盆地经历了早白垩世晚期(冷水坞组沉积期)拉分盆地、晚白垩世早-中期(周家店组—南雄组沉积早期)走滑张扭断(坳)陷盆地、晚白垩世晚期(南雄组沉积中-晚期)走滑伸展盆地和古近纪坳陷盆地等演化阶段,东南部断陷区(江埠—二甲村凹陷)由于喜马拉雅期的隆升剥蚀而只残存周家店组早期坳陷和周家店组中期—南雄组中期断陷两个发育阶段的沉积。  相似文献   

地下圆形衬砌隧道对沿线地震动的影响(II):数值结果   总被引：5，自引：3，他引：5  

梁建文  纪晓东  Vincent W Lee 《岩土力学》2005,26(5):687-692

利用地下圆形衬砌隧道对入射平面P波和SV波散射级数解答，定量分析了入射波长、入射角度、隧道直径、衬砌刚度等因素对沿线地表位移放大作用的影响。计算结果表明，当入射频率较低时，地下隧道的存在对地表位移幅值影响不大；而当入射频率较高时，地表位移幅值可以达到无隧道情况的4．5倍以上；衬砌情况下地表位移幅值可以高出非衬砌情况的87．8％。建议在地铁的规划设计中考虑地下隧道的建设对隧道沿线设计地震动的影响。  相似文献   

地下水库调蓄能力综合评价的指标体系与模糊集方法   总被引：2，自引：0，他引：2       下载免费PDF全文

郑德凤  王本德  年廷凯 《水科学进展》2005,16(5):720-725

从维护生态平衡与水资源可持续开发利用的角度定义了地下水库的调蓄能力,提出地下水库调蓄能力综合评价的指标体系。并在模糊模式识别理论与模型的基础上,去除指标间的相关性,建立一种适合于对多指标体系的地下水库调蓄能力进行综合评价的多层模糊模式识别交叉迭代模型。实例应用表明,该模型具有能同时考虑定性与定量指标,又能将迭代结果与决策者经验知识相结合来确定多指标权重的优点,便于推广应用。  相似文献