Ders Notları Arama



İnşaat Mühendisliği Ders notları arama sonuçları : Toplam 39 ders notu bulundu...


Soil Mechanics - 1.Bölüm

İçindekiler: a historical perspective on modern engineering, Karl Terzaghi, Arthur Casagrande, A.W. Skempton, Harry Bolton Seed, geotechnical engineering in different projects, some geotechnical failure, physical properties of soils, rock and mineral fragments, how do soils form, soil composition, partide size, partide shape, phase relationships, water, water content, void ratio, porisity, degree of saturation, specific gravity, unit weight, dry zemin mekanigi ders notu, ...


Soil Mechanics - 2.Bölüm

İçindekiler: atterberg's limits, atterberg's observations, why does water change the consistency of fine grained solids, plastic limit, liquid limit, plasticity index, liquidity index, activity, grain size analysis for size, hydrometer test, sieve analysis, how does sieve analysis work, classification of soil, examples, sand, clay,zemin mekanigi ders notu, ...


Soil Mechanics - 3.Bölüm

İçindekiler: compaction of soil, 4 soil conditions from excavation through fill compaction, soil phases from excavation through compaction, from instits conditions to the truck, from the truck condition to the dumped speedy condition, why would we about lipt thickness, what's the net change in condition from institute to the compacted condition in the fiil, design engineers normally work with the net change in soil volume from instu to the fiil, field compactzemin mekanigi ders notu, ...


Soil Mechanics - 4.Bölüm

İçindekiler: 2-D seepage, examples, example of a flow net under a dam, equipotential lines, some properties of the flow net, a detailed look an one of the elements, hints for drawing flow nets, examples, stresses in soil, examples,zemin mekanigi ders notu, ...


Soil Mechanics - 5.Bölüm

İçindekiler: compressibility settlement, considered the soil structure in micro level, how does the soil skeleton support on applied bad, piston and spring analogy, response of the 2 systems to the applied load, how can we generalize this plot for the similar soil layer in the field, using sub-layers in settlement calculations, influence of stress history, consolidation states in the field, stress ranges, possible components of settlement, time-rate consolzemin mekanigi ders notu, ...