Coastal dunes are a common geomorphic type in sandy coastal zones.They are a record of the coupled evolutionary processes of the wind and ocean waves.Many coastal dune fields have developed on the east coast of Fujian...Coastal dunes are a common geomorphic type in sandy coastal zones.They are a record of the coupled evolutionary processes of the wind and ocean waves.Many coastal dune fields have developed on the east coast of Fujian China and now occur as widespread typical coastal aeolian sand landforms on the Liuao Peninsula,Gulei Peninsula and Dongshan Island,but it is difficult to evaluate the dynamic geomorphologic process of sandy coast due to the lack of systematic and accurate chronological data.In this study,we selected the Hutoushan(HTS)aeolian dune on the Liuao Peninsula as the research object.Optical dating and grain-size analysis were applied to sand samples from the aeolian sequence of a profile of the HTS dune.The results show that the ages of seven samples of this profile were in the range of 37.8–0.19 ka from 4.0 to 0.2 m deep.These correspond to the Marine Isotope Stage 3(MIS3),abrupt climatic change events of 4.2 and 1.1 ka and the Little Ice Age(LIA),respectively.These samples displayed evidence of a longer-term climate trend in this area.The period of formation of this coastal aeolian dune corresponds to a cold and arid climate associated with the East Asia Winter Monsoon(EAWM).Periods of dune fixation and rubification are evidence of a hot and humid climate.Mobilization and stabilization of the aeolian dune is an important characteristic of the coastal evolution in South China since the late Pleistocene.展开更多
滨海风积砂因结构松散、自稳能力差、级配不良不易压实,被视为一种特殊土。水泥固化是常用的加固手段,而水泥剂量对风积砂力学性能的影响规律及细观作用机制目前尚不清楚。利用GDS土工三轴试验仪,对不同水泥剂量(0%,4%,6%)的水泥固化滨...滨海风积砂因结构松散、自稳能力差、级配不良不易压实,被视为一种特殊土。水泥固化是常用的加固手段,而水泥剂量对风积砂力学性能的影响规律及细观作用机制目前尚不清楚。利用GDS土工三轴试验仪,对不同水泥剂量(0%,4%,6%)的水泥固化滨海风积砂进行不同有效围压(50,100,150 k Pa)下的CD试验。结合室内试验数据和水泥砂样显微照片,建立水泥固化滨海风积砂细观结构的颗粒流PFC2D模型,进行三轴试验的细观数值仿真分析。研究结果表明,水泥固化滨海风积砂应力–应变关系呈应变软化型,水泥剂量对滨海风积砂强度贡献明显,对体变影响相对较小。采用颗粒平行黏结方式的颗粒流数值仿真能有效反映水泥固化滨海风积砂的细观力学特性,水泥剂量对水泥固化滨海风积砂的黏结破坏数、配位数、位移场均有显著影响。展开更多
选取海南岛东北部JSD2和PQR2两个典型海岸沙质沉积剖面进行研究,共采集10个测年样品和89个指标分析样品,在室内进行了光释光(OSL)测年和粒度分析。结果表明:1)JSD2和PQR2剖面砂样以中细沙为主,粒度众数在225~400μm之间。风沙沉积后受...选取海南岛东北部JSD2和PQR2两个典型海岸沙质沉积剖面进行研究,共采集10个测年样品和89个指标分析样品,在室内进行了光释光(OSL)测年和粒度分析。结果表明:1)JSD2和PQR2剖面砂样以中细沙为主,粒度众数在225~400μm之间。风沙沉积后受化学风化作用呈现淡红棕色至红棕色;2)JSD2剖面OSL年龄范围为(2.20±1.09)~(9.89±1.65)ka,属于全新世风沙沉积;PQR2剖面年龄范围为(3.41±0.78)~(22.50±1.07)ka,上部为全新世风沙沉积,下部为末次冰期和晚冰期的老红砂层;3)综合海南岛和华南其他海岸沙丘、海岸风沙年龄数据分析,研究区全新世海岸风沙沉积年代序列可划分为10.5~6.0 ka B.P.和6.0 ka B.P.以来两个阶段,华南热带与亚热带海岸风沙活动趋势基本一致。展开更多
福建闽江河口长乐海岸发育大面积的具有典型风成沉积构造的风沙沉积,是海岸带过去风沙演变历史的良好记录材料。对长乐文岭风沙沉积剖面进行了野外考察和采样粒度实验,根据已有测年数据建立剖面的年代标尺,对剖面样品的粒度参数特征及...福建闽江河口长乐海岸发育大面积的具有典型风成沉积构造的风沙沉积,是海岸带过去风沙演变历史的良好记录材料。对长乐文岭风沙沉积剖面进行了野外考察和采样粒度实验,根据已有测年数据建立剖面的年代标尺,对剖面样品的粒度参数特征及其古环境意义进行分析。结果表明:(1)剖面样品以细砂、中砂和粉砂为主,粒度组成总体上偏粗,平均粒径和中值粒径呈现明显的峰谷值大小变化,说明风力作用总体上较强且强度有明显波动变化;(2)砂样粒度参数、概率累积曲线与内陆沙漠风沙相似,具有典型的风成砂特征;同时砂样粒度参数继承了海滩砂的某些特点;(3)从邻区各类沉积的叠覆层位关和绝对年代综合分析,文岭剖面可能跨越了全新世大部分时期,大约为10000年前到现代的风沙沉积;(4)文岭剖面记录的风沙环境历史可以初步划分为3个阶段,即:10000—8000 a B.P.风力作用强度大、波动幅度大;8000—2700 a B.P.风力作用较强、但波动幅度较小,反映较稳定的风沙环境;2700 a B.P.以来风力作用较弱,反映风力波动减小的趋势。展开更多
基金supported by National Natural Science Foundation of China (Grant Nos. 41301012, 41771020)Special Research of Public Welfare Scientific Research Institutes of Fujian Province, China (Grant No. 2018R1034-5)the Innovation Research Team Fund of Fujian Normal University (Grant No. IRTL1705)
文摘Coastal dunes are a common geomorphic type in sandy coastal zones.They are a record of the coupled evolutionary processes of the wind and ocean waves.Many coastal dune fields have developed on the east coast of Fujian China and now occur as widespread typical coastal aeolian sand landforms on the Liuao Peninsula,Gulei Peninsula and Dongshan Island,but it is difficult to evaluate the dynamic geomorphologic process of sandy coast due to the lack of systematic and accurate chronological data.In this study,we selected the Hutoushan(HTS)aeolian dune on the Liuao Peninsula as the research object.Optical dating and grain-size analysis were applied to sand samples from the aeolian sequence of a profile of the HTS dune.The results show that the ages of seven samples of this profile were in the range of 37.8–0.19 ka from 4.0 to 0.2 m deep.These correspond to the Marine Isotope Stage 3(MIS3),abrupt climatic change events of 4.2 and 1.1 ka and the Little Ice Age(LIA),respectively.These samples displayed evidence of a longer-term climate trend in this area.The period of formation of this coastal aeolian dune corresponds to a cold and arid climate associated with the East Asia Winter Monsoon(EAWM).Periods of dune fixation and rubification are evidence of a hot and humid climate.Mobilization and stabilization of the aeolian dune is an important characteristic of the coastal evolution in South China since the late Pleistocene.
文摘滨海风积砂因结构松散、自稳能力差、级配不良不易压实,被视为一种特殊土。水泥固化是常用的加固手段,而水泥剂量对风积砂力学性能的影响规律及细观作用机制目前尚不清楚。利用GDS土工三轴试验仪,对不同水泥剂量(0%,4%,6%)的水泥固化滨海风积砂进行不同有效围压(50,100,150 k Pa)下的CD试验。结合室内试验数据和水泥砂样显微照片,建立水泥固化滨海风积砂细观结构的颗粒流PFC2D模型,进行三轴试验的细观数值仿真分析。研究结果表明,水泥固化滨海风积砂应力–应变关系呈应变软化型,水泥剂量对滨海风积砂强度贡献明显,对体变影响相对较小。采用颗粒平行黏结方式的颗粒流数值仿真能有效反映水泥固化滨海风积砂的细观力学特性,水泥剂量对水泥固化滨海风积砂的黏结破坏数、配位数、位移场均有显著影响。
文摘选取海南岛东北部JSD2和PQR2两个典型海岸沙质沉积剖面进行研究,共采集10个测年样品和89个指标分析样品,在室内进行了光释光(OSL)测年和粒度分析。结果表明:1)JSD2和PQR2剖面砂样以中细沙为主,粒度众数在225~400μm之间。风沙沉积后受化学风化作用呈现淡红棕色至红棕色;2)JSD2剖面OSL年龄范围为(2.20±1.09)~(9.89±1.65)ka,属于全新世风沙沉积;PQR2剖面年龄范围为(3.41±0.78)~(22.50±1.07)ka,上部为全新世风沙沉积,下部为末次冰期和晚冰期的老红砂层;3)综合海南岛和华南其他海岸沙丘、海岸风沙年龄数据分析,研究区全新世海岸风沙沉积年代序列可划分为10.5~6.0 ka B.P.和6.0 ka B.P.以来两个阶段,华南热带与亚热带海岸风沙活动趋势基本一致。
文摘福建闽江河口长乐海岸发育大面积的具有典型风成沉积构造的风沙沉积,是海岸带过去风沙演变历史的良好记录材料。对长乐文岭风沙沉积剖面进行了野外考察和采样粒度实验,根据已有测年数据建立剖面的年代标尺,对剖面样品的粒度参数特征及其古环境意义进行分析。结果表明:(1)剖面样品以细砂、中砂和粉砂为主,粒度组成总体上偏粗,平均粒径和中值粒径呈现明显的峰谷值大小变化,说明风力作用总体上较强且强度有明显波动变化;(2)砂样粒度参数、概率累积曲线与内陆沙漠风沙相似,具有典型的风成砂特征;同时砂样粒度参数继承了海滩砂的某些特点;(3)从邻区各类沉积的叠覆层位关和绝对年代综合分析,文岭剖面可能跨越了全新世大部分时期,大约为10000年前到现代的风沙沉积;(4)文岭剖面记录的风沙环境历史可以初步划分为3个阶段,即:10000—8000 a B.P.风力作用强度大、波动幅度大;8000—2700 a B.P.风力作用较强、但波动幅度较小,反映较稳定的风沙环境;2700 a B.P.以来风力作用较弱,反映风力波动减小的趋势。
