Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Tang Jinshu, Han Wentao, Zhang Kun, Chen Gang, Ye Zujun, Zhang Chuan, Fu Jianping. EXPERIMENTAL STUDY OF MECHANICAL BEHAVIORS OF SRC BEAMS UNDER ECCENTRIC TENSION[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(8): 170-174. doi: 10.13204/j.gyjz201508031
Citation: Shui Weihou, Zhu Jianfeng. EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF VIBRATION DURING 10 000kN·m HIGH ENERGY LEVEL DYNAMIC COMPACTION[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 37-39. doi: 10.13204/j.gyjz200601012

EXPERIMENTAL ANALYSIS OF THE INFLUENCE OF VIBRATION DURING 10 000kN·m HIGH ENERGY LEVEL DYNAMIC COMPACTION

doi: 10.13204/j.gyjz200601012
  • Received Date: 2005-08-17
  • Publish Date: 2006-01-20
  • 10 000kNm energy levels of experiment dynamic compaction are successfully put in practice on a rubble fill site in a coastal area. The experiment provided the parameters for the design, construction and detection of 10 000kNm dynamic compaction. The monitoring results of ground vibration acceleration were analyzed. The attenuation equation and transmit characteristic of 10 000kNm dynamic compaction on rubble fill site during 10 000kNm were acquired. It can be used to estimate the environment affect during high energy level dynamic compaction.
  • 王铁宏.全国重大工程项目地基处理工程实录.北京:中国建筑工业出版社,1998
    [2] 水伟厚.冲击应力与10 000kN*m高能级强夯系列试验研究:[博士学位论文].上海:同济大学,2004
    [3] 王铁宏,水伟厚,高广运,等.高能级强夯工程应用与发展述评//第九届土力学与岩土工程学术会议论文集.北京:清华大学出版社,2003:723-728
    [4] 水伟厚,高广运,王亚凌,等.湿陷性黄土在强夯作用下的非完全弹性碰撞与冲击应力解析.建筑结构学报,2003,24(5):92-97
  • Relative Articles

    [1]REN Jinlong, RONG Muning, XING Yunlin, ZHENG Ming, NIE Xin, FAN Jiansheng, LIU Yufei. Micro Vibration Test and Analysis in Experiment Hall of Beijing High Energy Photon Source Facility Induced by Artificial Frequency Sweep Excitation[J]. INDUSTRIAL CONSTRUCTION, 2024, 54(1): 61-67. doi: 10.3724/j.gyjzG23022008
    [2]LIU Yan, XIU Xuehua. A OPTIMAL METHOD OF URBAN GAS STATIONS BASED ON THE DISTANCE ATTENUATION THEORY AND ITS PRACTICE[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 32-38. doi: 10.13204/j.gyjzG20070703
    [5]Zhang Yanhong, Yang Yongxing, Yao Yong, Li Biao. DURABILITY TEST AND ATTENUATION MODEL OF GFRP PERFORMANCE IN HOT AND HUMID ENVIRONMENT[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 46-50. doi: 10.13204/j.gyjz201410010
    [7]Chen Zhongqing, Xu Chao, Ye Guanbao, Lu Sheng, Li Junshi. FIELD EVALUATION OF DYNAMIC COMPACTION ON SILT FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(4): 106-110. doi: 10.13204/j.gyjz201304022
    [8]Wu Lichun, Wang Houxing, Yin Qingfang. EFFECTS OF RAMMING ENERGY OF DYNAMIC CONSOLIDATION ON THE IMPROVEMENT OF SATURATED HYDRAULIC FILL[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 128-132. doi: 10.13204/j.gyjz201201024
    [9]Meng Qingjuan, Huang Hongyun, Qiao Jingsheng. MODEL TEST STUDY ON VIBRATION INFLUENCE RANGE OF DYNAMIC COMPACTION OF CAOFEIDIAN DREDGER FILL FOUNDATION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 115-118. doi: 10.13204/j.gyjz201207019
    [10]Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. 12 000 kN·m ENERGY DYNAMIC COMPACTION EXPERIMENT FOR COLLAPSIBLE LOESS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 93-96. doi: 10.13204/j.gyjz201006021
    [11]Zhan Jinlin, Shui Weihou, He Lijun, Cheng Xiaocheng. EXPERIMENTAL STUDY ON TREATMENT OF THICK GRAVEL SOIL FOR MARINE RECLAMATION LAND USING DYNAMIC COMPACTION OF 18000 kN·m[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(4): 96-99. doi: 10.13204/j.gyjz201004021
    [12]Xu Changjie, Zhang Zhengwei. NUMERICAL ANALYSIS OF THE LARGE DEFORMATION THEORY DURING DYNAMIC CONSOLIDATION ON SOILS BY THICK FILL[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(6): 48-51,14. doi: 10.13204/j.gyjz200406016
    [13]Hong Wenxia. TREATMENT OF HIGHWAY IN BEACH WITH DYNAMIC COMPACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(8): 87-89. doi: 10.13204/j.gyjz200408028
  • Cited by

    Periodical cited type(14)

    1. 张友顺. 型钢混凝土抗拉柱侧向挠度研究. 长江工程职业技术学院学报. 2022(01): 1-3+8 .
    2. 张鹏,覃宣盛,邓宇,桂金洋,花东升. 低周反复荷载下预应力型钢混凝土偏心受拉构件延性分析. 工程抗震与加固改造. 2022(03): 47-55+64 .
    3. 张鹏,花东升,邓宇. 低周反复荷载下预应力CFRP筋-型钢/混凝土偏拉构件抗裂性能试验. 复合材料学报. 2022(08): 4017-4027 .
    4. 邓宇,孙仁中,张鹏,李真真. 拉-弯-剪复合作用下型钢混凝土柱抗震性能研究及损伤量化分析. 振动与冲击. 2021(04): 195-204 .
    5. 张鹏,桂金洋,邓宇,沈民合,孙飞,赵晓冬. 偏心受拉作用下预应力CFRP筋-型钢混凝土构件抗裂试验. 复合材料学报. 2021(03): 920-931 .
    6. 张鹏,桂金洋,邓宇,覃宣盛,花东升. SRC偏心受拉构件抗震性能试验研究. 工程抗震与加固改造. 2021(01): 69-75 .
    7. 张鹏,李真真,邓宇,孙仁中. 型钢混凝土柱在拉-弯-剪复合受力下的延性分析. 混凝土. 2021(03): 48-53+58 .
    8. 张友顺,张友敬,武曦睿. 基于ANSYS的SRC柱抗拉性能分析. 长江工程职业技术学院学报. 2021(02): 1-4 .
    9. 史红伟,李慧,王晓磊. 不同型钢翼缘宽度和型钢位置对SRC组合板承载力影响有限元分析. 邯郸职业技术学院学报. 2021(02): 36-41 .
    10. 张友顺,王立明,张友敬. 型钢混凝土抗拉柱裂缝研究. 工程建设. 2021(10): 61-65 .
    11. 邓宇,武晓彤,张鹏. 预应力型钢混凝土柱偏心受拉性能试验研究. 建筑结构学报. 2019(05): 115-123 .
    12. 陈晓菁,程少彬. 钢骨混凝土拉弯工况下承载力计算研究. 广东土木与建筑. 2019(06): 24-26 .
    13. 邓宇,武晓彤,张鹏. 无黏结预应力型钢混凝土偏拉构件裂缝控制试验研究及计算方法. 工业建筑. 2019(08): 185-189+16 . 本站查看
    14. 吴帮,王泽曦,申波,马克俭,赵庆阳,张晓辉,赵啸峰. 型钢混凝土组合空腹夹层板结构静动力性能分析. 建筑结构. 2017(04): 81-86 .

    Other cited types(7)

  • Created with Highcharts 5.0.7Amount of accessChart context menuAbstract Views, HTML Views, PDF Downloads StatisticsAbstract ViewsHTML ViewsPDF Downloads2024-052024-062024-072024-082024-092024-102024-112024-122025-012025-022025-032025-0402468
    Created with Highcharts 5.0.7Chart context menuAccess Class DistributionFULLTEXT: 20.0 %FULLTEXT: 20.0 %META: 80.0 %META: 80.0 %FULLTEXTMETA
    Created with Highcharts 5.0.7Chart context menuAccess Area Distribution其他: 20.0 %其他: 20.0 %上海: 1.7 %上海: 1.7 %中山: 3.3 %中山: 3.3 %北京: 3.3 %北京: 3.3 %南京: 8.3 %南京: 8.3 %台州: 1.7 %台州: 1.7 %张家口: 6.7 %张家口: 6.7 %杭州: 1.7 %杭州: 1.7 %漯河: 1.7 %漯河: 1.7 %芒廷维尤: 33.3 %芒廷维尤: 33.3 %芝加哥: 1.7 %芝加哥: 1.7 %西宁: 15.0 %西宁: 15.0 %重庆: 1.7 %重庆: 1.7 %其他上海中山北京南京台州张家口杭州漯河芒廷维尤芝加哥西宁重庆

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (81) PDF downloads(123) Cited by(21)
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return