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11、9)2 第 8 页 共 135 页1 2 Contents General prov1s1ons.(1)Terms and symbols.(2)2.1 Terms (2)2.2 Symbols (3)3 Basic requirements (5)4 For ma ti on of hydraulic fill site (7)4.1 General requirements (7)4.2 Formation of hydraulic fill (7)5 Investigation of hydraulic fill site C 12)5.1 General requirements (1
12、2)5.2 Investigation before hydraulic reclamation (12)5.3 Investigation after hydraulic reclamation (15)5.4 Experiment of hydraulic fill (17)5.5 Classification of hydraulic fill (22)6 Compaction C 25)6.1 6.2 General requirements Design considerations(25)(25)6.3 Construction (26)6.4 Inspection (27)7 P
13、reloading with surcharge of fill C 28)7.1 7.2 General requirements Design considerations(28)(28)7.3 Construction (32)7.4 Inspection(34)3 第 9 页 共 135 页8 Vacuum preloading (3 6)8.1 8.2 General requirements Design considerations(36)(36)8.3 Construction (39)8.4 Inspection (40)9 Dynamic consolidation (41
14、)9.1 9.2 General requirements Design considerations(41)(41)9.3 Construction (45)9.4 Inspection (4 7)10 Vibroflotation (49)11 10.1 General requirements (49)10.2 Design considerations (49)10.3 Construction(52)10.4 Inspection (54)Solidi ica ti on 11.1 General requirements(55)(55)11.2 Design considerati
15、ons (5 5)11.3 Construction (5 7)11.4 Inspection (58)12 Electro-osmotic drainage (61)12.1 General requirements (61)12.2 Design considerations (61)12.3 Construction (63)12.4 Inspection(64)Appendix A Calculations of consolidation degree,settlement and stability of preloading ground.(66)Appendix B Proje
16、ctions of final settlement and consolidation degree of preloading ground (7 4)4 第 10 页 共 135 页Explanation of wording in this code (76)List of quoted standards C 77)Addition:Explanation of provisions C 79)5 第 11 页 共 135 页第 12 页 共 135 页1 1.0.1 111 J!XJiJ&1 EfJm,it,Jlff!I fl it m-1W1Jtfr OO*EfJtt7KVfWl
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