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11、ic 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 (12)5.2 Investigation before hydraulic reclamation (12)5.3 Investigation after hydraulic reclamation (15)5.4
12、 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 Preloading with surcharge of fill C 28)7.1 7.2 General requirements Design considerations(28)(28)7.3 Constr
13、uction (32)7.4 Inspection(34)3 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)9.1 9.2 General requirements Design considerations(41)(41)9.3 Construction (45)9.4 Inspection (4 7)10 Vibroflotation (
14、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 considerations (5 5)11.3 Construction (5 7)11.4 Inspection (58)12 Electro-osmotic drainage (61)12.1 General requirements (61)12.2
15、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 Projections of final settlement and consolidation degree of preloading ground (7 4)4 Explanation of wording in this code (76
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