• 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引(EI)收录期刊
  • Scopus数据库收录期刊
Liu Haowu, Cai Desuo. A neural network model of rock blasting earthquake effects in the Three Gorges project[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1): 18-21.
Citation: Liu Haowu, Cai Desuo. A neural network model of rock blasting earthquake effects in the Three Gorges project[J]. Chinese Journal of Geotechnical Engineering, 1998, 20(1): 18-21.

A neural network model of rock blasting earthquake effects in the Three Gorges project

More Information
  • Published Date: January 22, 1998
  • Using the neural network technology, a prior knowledge based BP network model of rock blasting earthquake effects in the construction of the Three Gorges project has been put forward. Due to high accuracy of forecasting this model can meet the imperative necessities in the construction. The field experiments of rock blasting at the Three Gorges temporagry ship lock foundation have been performed to obtain the training samples. The prior knowledge based neural network model and its algorithm have for the first time been formulated. The results obtained from the blasting experiments show that the new network model has a decided advantage over the standard BP model.
  • Related Articles

    [1]ZHONG Yu-qing, CAI Guang-hua, WANG Jun-ge, WANG Zhong, SONG Long-guang. Strength and electrical conductivity characteristics of zinc contaminated soil carbonated/stabilized with GGBS-reactive MgO[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 221-224. DOI: 10.11779/CJGE2021S2052
    [2]LIU Hong-fei, LIU Jun-fang, SU Yue-hong, JIN Yan. New method for dealing with unconfined compressive strength outliers[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(S1): 137-140. DOI: 10.11779/CJGE2020S1027
    [3]WANG Fei, XU Wang-qi. Strength and leaching performances of stabilized/solidified (S/S) and ground improved (GI) contaminated site soils[J]. Chinese Journal of Geotechnical Engineering, 2020, 42(10): 1955-1961. DOI: 10.11779/CJGE202010022
    [4]HAN Peng-ju, ZHANG Wen-bo, LIU Xin, BAI Xiao-hong. Early strength of cemented soils polluted by magnesium chloride[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(6): 1173-1178. DOI: 10.11779/CJGE201406025
    [5]LIU Zhao-peng, DU Yan-jun, LIU Song-yu, JIANG Ning-jun, ZHU Jing-jing. Strength and microstructural characteristics of cement solidified lead-contaminated kaolin exposed to leaching circumstances[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(3): 547-554. DOI: 10.11779/CJGE201403018
    [6]DU Yan-jun, JIANG Ning-jun, WANG Le, WEI Ming-li. Strength and microstructure characteristics of cement-based solidified/stabilized zinc-contaminated kaolin[J]. Chinese Journal of Geotechnical Engineering, 2012, 34(11): 2114-2120.
    [7]ZHU Chun-peng, LIU Han-long, SHEN Yang. Laboratory tests on shear strength properties of soil polluted by acid and alkali[J]. Chinese Journal of Geotechnical Engineering, 2011, 33(7): 1146-1152.
    [8]Unconfined Compressive Strength Properties of Cement Solidified/Stabilized Lead-Contaminated Soils[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(12): 1898-1903.
    [9]ZHUANG Xinshan, WANG Gongxun, ZHU Ruigeng, TIAN Bi. Experimental study on unconfined compressive strength of clays stabilized with fly ash and slag[J]. Chinese Journal of Geotechnical Engineering, 2005, 27(8): 965-969.
    [10]Hu Zhongxiong, Xi Yonghui. Neasurement and Treatment of Underground Soil Polluted by SO ̄(2-)4[J]. Chinese Journal of Geotechnical Engineering, 1994, 16(1): 54-61.

Catalog

    Article views (1163) PDF downloads (342) Cited by()
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return