- Видео 14
- Просмотров 27 261
Jyoti Agarwal
Индия
Добавлен 18 ноя 2013
Elastic models of soil behavior (Unit-5, Lecture-4)
Elastic models of soil behavior.
# Reinforced Soils
# Civil Engineering
# AKTU
# Reinforced Soils
# Civil Engineering
# AKTU
Просмотров: 1 661
Видео
Behavior of foundation on Reinforced Soil (Unit-5, Lecture-3)
Просмотров 1,4 тыс.4 года назад
Here you will learn the behavior of Shallow foundation resting on soil with reinforcement, Design considerations, Factors to be considered, possible failure modes and Guidelines. # Reinforced Soils # Civil Engineering # AKTU
Properties of reinforced Soils (Unit-5, Lecture-2)
Просмотров 1,1 тыс.4 года назад
Here you will learn to determine Geotechnical properties of reinforced soils, soil reinforcement interface friction, different modes of failure of reinforced soil samples and uses of reinforcement in soils. #Reinforced Soils #Civil engineering #AKTU
Introduction to Reinforced Soil (Unit-5, Lecture-1)
Просмотров 6 тыс.4 года назад
Here you will learn about ground improvement, Basic principle of reinforced soils and strength deformation characteristics of reinforced soils. # Reinforced Soils #Civil Engineering #AKTU
Group Settlement of Piles Part-2 (Unit-3, Lecture-10)
Просмотров 1,3 тыс.4 года назад
Here you will learn to determine settlement of group of piles. Numerical problems. #Pile Foundation #Civil Engineering #AKTU
Group Settlement of Piles (Unit-3, Lecture-9)
Просмотров 3834 года назад
Here you will learn to determine group settlement of Pile foundation. #Pile Foundation #Civil Engineering #AKTU
Settlement of Pile foundation (Unit-3 Lecture-8)
Просмотров 7634 года назад
Here you will learn formulae to determine settlement of an individual pile. #Civil Engineering #AKTU #Pile Foundation
Pile Load Capacity - Dynamic Methods (Unit-3 Lecture-7)
Просмотров 3904 года назад
Here you will learn to determine the pile load capacity of a driven pile be using Dynamic Method. #Civil Engineering #AKTU #Deep Foundation
Capacity of Pile Group (Unit-3 Lecture-6)
Просмотров 9124 года назад
Here you will learn how to determine capacity of Pile group on the basis of individual pile failure and block failure. #Civil Engineering #AKTU #Deep Foundation
Pile group efficiency and its capacity (Unit-3 Lecture-5)
Просмотров 8 тыс.4 года назад
Here you will learn to determine the efficiency of a Pile Group and group capacity. #Civil Engineering #Deep Foundation #AKTU #Capacity of Group of Piles
Group action of Piles (Unit-3 Lecture-4)
Просмотров 8164 года назад
Here you will learn to determine pile load capacity of a single pile in soil having layers of different properties. You will also learn behaviour of piles in a group. Civil Engineering Deep Foundation AKTU # behavior of pile groups #AKTU #Deep Foundation #Civil Engineering
Pile Load capacity Numerical (Unit-3 Lecture-3)
Просмотров 2,8 тыс.4 года назад
Here you will learn to determine load capacity of Pile driven in clay and numerical Problems on Pile load capacity. #Civil Engineering #AKTU #Foundation Design
Pile Foundation - Load Capacity of Pile driven in send (Unit-3 Lecture-2)
Просмотров 8664 года назад
In this lecture, you will learn name of various methods used to determine pile load capacity and formula for determination of load capacity of pile driven in send by static method.
Pile Foundation Introduction (Unit-3 Lecture-1)
Просмотров 1 тыс.4 года назад
Introduction of Pile Foundation: Here you will learn about deep foundation, its necessity and classification of pile foundation. #Civil Engineering #AKTU
mam if u have lectures of other units please upload it or share the link your lactures are very helpful for me and who study only based on youtube thank u so such for a nice content and effort
Madam reference book?
Mam if dia and spacing not given , what are the standard vales we should assume ?? Pls reply My exam is day after tomorrow
One video ma'am private ho gyi h
Good explanation
Qb calculation krte time diameter .35 kyu le liya ? Question m .2 diya tha ( time- 17.36)
Thankyou
Mam feld rule problem solution
it was so usefull maam .
Nice
Mam you must upload more videos as teaching level is ultimate thank you.
Mam ager hindi mai teach krti app to bhut log pd pate
Ye kis basa me padha rahe
Q7 A group of 9 friction piles. 15m in length, carries a load of 1500kN. The ground water table lies at a depth of Im below the ground surface. The piles are having a diameter of 300mm and are spaced at a clear spacing of 900mm, The subsoil investigation reveals the following soil properties as listed below: Soil Type Thickness (m) Unit weight (kN/m) Clay 1 Clay 2 0-10 18 19 10 0.8 Liquid Limit (%) 55 45 10-20 20-30 20 Estimate the settlement of the pile group.
I have one more question please answer them
Tq mam
Group efficency of pile group may be greater or less than 100% ? Is this statement right or wrong
This statement is right. In driven piles where the soil around the piles get densified, efficiency may be more than 100%.
Nice 👍
Nice explanation mam my all dought has been cleared
Thank you mam
Good lecture
Mam eska pdf mere ko whatsapp kar dijiye mera exam hai please whatsapp no.7002790390.
Apke pas pdf hai kya eska
Madam jo aap padha rhi ho uska video blur dikhae de rha hai.
Very nice lecture 👌
Very effective video. Keep uploading