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<br />EM 11l0-2-1913 <br />31 Mar 78 <br /> <br />Section 1. <br /> <br />Section II. <br /> <br />CHAPTER 4. <br /> <br />CHAPTER 5. <br /> <br />Section 1. <br /> <br />Section II. <br /> <br />CHAPTER 6. <br /> <br />Section 1. <br /> <br />~. <br /> <br />Sub,j ect <br /> <br />Fine-Grained Soils <br />Use of Correlations---------------------- <br />Shear Strength--------------------------- <br />Consolidation---------------------------- <br />Permeability----------------------------- <br />Compaction Tests------------------------- <br />Coarse-Grained Soils <br />Shear Strength--------------------------- <br />Permeability----------------------------- <br />Density Testing of Pervious Fill--------- <br /> <br />BORROW AREAS <br /> <br />General---------------------------------- <br />Available Borrow Material---------------- <br />General Layout--------,------------------ <br />Design and Utilization------------------- <br /> <br />SEEPAGE CONTROL <br /> <br />Foundation Under seepage <br />General---------------------------------- <br />Cutoffs---------------------------------- <br />Riverside Blankets----------------------- <br />Landside Seepage Berms------------------- <br />Pervious Toe Trench---------------------- <br />Pressure Relief Wells-------------------- <br />Seepage Through Embankments <br />General---------------------------------- <br />Pervious Toe Drain----------------------- <br />Horizontal Drainage Layers--------------- <br />Inclined Drainage Layers----------------- <br />Design of Drainage Layers---------------- <br />Compaction of Drainage Layers------------ <br /> <br />SLOPE DESIGN AND SETTLEMENT <br /> <br />Embankment Stability <br />Embankment Geometry---------------------- <br />Standard Levee Sections------------------ <br />Effects of Fill Characteristics and <br />Compaction----------------------------- <br /> <br />ii <br /> <br />e <br /> <br />Paragraph ~ <br /> <br />3-3 <br />3-4 <br />3-5 <br />3-6 <br />3-7 <br /> <br />3-8 <br />3-9 <br />3-10 <br /> <br />3-1 <br />3-6 <br />3-6 <br />3-6 <br />3-11 <br /> <br />. <br /> <br />1 <br /> <br />3-11 <br />3-11 <br />3-11 <br /> <br />4-1 4-1 <br />4-2 4-1 <br />4-3 4-1 <br />4-4 4-2 <br />5-1 5-1 . <br />5-2 5-1 <br />5-3 5-1 <br />5-4 5-2 <br />5-5 5-4 <br />5-6 5-6 <br />5-7 5-11 <br />5-8 5-11 <br />5-9 5-12 <br />5-10 5-12 <br />5-11 5-14 <br />5-12 5-14 <br /> . <br />6-1 6-1 <br />6-2 6-2 . <br />6-3 6-3 <br /> <br />. <br /> <br />^'--. <br /> <br />..j <br />