Laserfiche WebLink
<br /> <br />EM 1110-2-1913 <br />31 Mar 78 <br /> <br />Section 1. <br /> <br />Section II. <br /> <br />CHAPTER 4. <br /> <br />CHAPTER 5. <br /> <br />Section I. <br /> <br />Section II. <br /> <br />CHAPTER 6. <br /> <br />Section 1. <br /> <br />Paragraph ~ <br />3-3 3-1 <br />3-4 3-6 <br />3-5 3-6 <br />3-6 3-6 <br />3-7 3-11 <br />3-8 3-11 <br />3-9 3-11 <br />3-10 3-11 <br /> <br />Subject <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 /> <br />Available Borrow Material---------------- <br />General Layout--------------------------- <br />Design and Utilization------------------- <br /> <br />SEEPAGE CONTROL <br /> <br />Foundation Under seepage <br /> <br />General---------------------------------- <br /> <br />Cutoffs---------------------------------- <br /> <br />Riverside Blankets----------------------- <br />Landside Seepage Berms------------------- <br />Pervious Toe Trench---------------------- <br />Pressure Relief Wells-------------------- <br />Seepage Through Embankments <br /> <br />General---------------------------------- <br /> <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 /> <br />Compaction----------------------------- <br /> <br />ii <br /> <br />4-1 <br />4-2 <br />4-3 <br />4-4 <br /> <br />5-1 <br />5-2 <br />5-3 <br />5-4 <br />5-5 <br />5-6 <br /> <br />5-7 <br />5-8 <br />5-9 <br />5-10 <br />5-11 <br />5-12 <br /> <br />6-1 <br />6-2 <br />6-3 <br /> <br />. <br /> <br />~ <br /> <br />... <br /> <br />4-1 <br />4-1 <br />4-1 <br />4-2 <br /> <br />5-1 <br />5-1 <br />5-1 <br />5-2 <br />5-4 <br />5-6 <br /> <br />. <br /> <br />5-11 <br />5-11 <br />5-12 <br />5-12 <br />5-14 <br />5-14 <br /> <br />6-1 <br />6-2 <br />6-3 <br /> <br />l- <br /> <br />" <br /> <br />. <br />