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08E11A0101	Alok Singh
08E11A0102	Anil Kumar
08E11A0115	John Samuel
08E11A0121	Nicolas Jasper
08E11A0128	Priyanka Reddy
08E11A0134	Ravi Teja
08E11A0144	Sravan
08E11A0146	Subbaramaiah
08E11A0150	Surender Reddy
08E11A0151	Surendra Reddy
08E11A0154	Taqiuddin Ahmed
08E11A0160	Vijay Krishna Reddy
09E11A0107	Dheeraj Kumar Reddy
09E11A0108	Durga Sumanth Achary
09E11A0112	Harinath
09E11A0114	Syed Kaleem
09E11A0117	Kruthivas Reddy
09E11A0121	Murali Krishna
09E11A0122	Mirza Muddassar Ali Baig
09E11A0125	Pranay Bhushan Raju
09E11A0130	Rajasekhar Goud
09E11A0131	Reddy Ramya
09E11A0133	Sandeep
09E11A0134	Saneep Reddy
09E11A0136	Santhosh Sharad
09E11A0140	Spoorthy
09E11A0143	Sumanth
09E11A0146	Swaraj
09E11A0147	Uday
09E11A0149	Vijay Durga
09E15A0108	Nikilesh Nandan
09E15A0109	Pavan  kumar
09E15A0112	Shaik Mohsui Ali
09E15A0113	Shanti
09E15A0114	Pushpa Kumari
09E15A0117	Santosh Kumar
10E11A0106	DIVYASRI
10E11A0115	MAHENDER
10E11A0120	NANDA KAMAL
10E11A0130	RAVI TEJA
10E11A0135	SHIRISHA REDDY G
10E11A0141	SUKESH
10E11A0152	VIKAS
10E11A0156	JHANSI LAXMI
10E11A0160	RAGI SRAVANI
118412	ANANDINI
119263	VARAD
125180	MD. ATHEEQ AHMED
137857	NARESH KUMAR
150523	VAMSHI
166000	VENKATESH
168377	SAI CHARAN
46456	UDAY KUMAR REDDY
51175	RAJKUMAR
59683	NIKHITHA
59896	DINESH
65572	SRINIVAS
67816	SRIKANTH
71005	RAMA KRISHNA
81783	LAKSHMI

Student Mobile No. under DND List

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08E11A0103	Anuroop Reddy
08E11A0109	Dinesh
08E11A0118	Madhu Kiran
08E11A0120	Nagarjuna Reddy
08E11A0127	Preetham Reddy
08E11A0135	Rohit Prasad
08E11A0143	Siddartha
08E11A0144	Sravan
08E11A0151	Surendra Reddy
08E11A0153	Syed Aamer Abrar Ahmed
08E11A0156	Varun Thomas
08E11A0163	Vincent
08E11A0165	Vivek
09E11A0108	Durga Sumanth Achary
09E11A0114	Syed Kaleem
09E11A0121	Murali Krishna
09E11A0131	Reddy Ramya
09E11A0137	Shivananda Reddy
09E11A0145	Surya Prakash Reddy
09E11A0147	Uday
09E15A0104	Hafeez Ahmed
09E15A0110	Raj Kumar
09E15A0111	Bala Obul Reddy
09E15A0116	Vishnu Vardhan
09E15A0117	Santosh Kumar
10E11A0111	KARTHIK
10E11A0116	MAHESH
10E11A0117	MAHESH KUMAR
10E11A0130	RAVI TEJA
10E11A0131	ROHIT SAI SANJEEV
10E11A0132	SAHITH REDDY
10E11A0138	SRAVAN REDDY
10E11A0142	SUPRIYA
10E11A0147	VAKEEL M. A
10E11A0149	VENKAT REDDY
10E11A0156	JHANSI LAXMI
10E15A0101	Sri Harsha
119263	VARAD
125180	MD. ATHEEQ AHMED
134389	DHARAMA TEJA
182206	RENUKA
182682	GAIKWAD PANDARI
206111	BHAVYA BAI
33229	SESHIDHAR REDDY
46456	UDAY KUMAR REDDY
46806	VAMSHIDHAR REDDY
59896	DINESH
60169	KUMAR
66330	UPENDER
71005	RAMA KRISHNA

BIET - Fee Circular 2011

Download - Fee Circular

Sample Resume

Mobile: +91-xxxxxxxxx

Email: xxxxxxxxxxxxxxxxxxxx

Career Objective:

Seeking a challenging position preferably as Junior Design Engineer / Structural Engineer / QC Engineer / Quantity Surveyor / Site Engineer / Land Surveyor / Highways Engineer / Geotechnical Engineer / Traffic Engineer / GIS Engineer / CAD Engineer in your organization where my knowledge and experience can be shared and enriched.

Education:

· Pursuing B. Tech (Civil), BIET, Hyderabad, for the period 2008-12

· Intermediate with 80% at Hyderabad, 2007

· SSC with 80% at Hich School, Hyderabad, 2005

Certifications:

· GATE qualified with a score of

· TOEFL / IELTS qualified with a score of

· GRE qualified with a score of

· GMAT qualified with a score of

Knowledge:

· Structural Engineering

o Load Analysis, Structural Analysis, RCC Structural Designing

o Software – STAAD Pro

· Quality Control

o Ensuring Quality of Execution with respect to Guidelines, Checklists and Codes,

o Testing of Materials – SM Lab, CT & HE Lab

· Quantity Surveyor

o Estimation and Costing - Standard Data, SSR, Bar Bending Schedule (BBS), Material Requirement Statement

· Site Engineer

o Execution as per of Structural Drawings, Architectural Drawings, BBS Drawings

o Execution as per guidelines, checklists, IS codes.

· Land Surveying

o Chain Surveying, Compass Surveying, Plane Table Surveying, Levelling with Dumpy Level, Curve Setting

o Setting out with Theodelite and Total Station

· Geotechnical Engineering

o Soil Testing – Density, Specific Gravity, Moisture Content, Permeability, CBR, Shear Strength, Atterberg Limits

o Ground Investigation, Site Exploration, Slope Stability, Earth Pressure & Retaining Walls, Calculation of Safe Bearing Capacity of Soil, Shallow & Deep Foundations

· Concrete Technology

o Cement, Admixtures, Aggregates, Nominal Mix, Design Mix, Properties of Fresh & Hardened Concrete

o Testing of Cement, Sand, Aggregates, and Concrete, NDT Methods

· Traffic Engineering

o Planning, Geometry Design, Traffic Operations, Safety, Traffic Control Devices, Guide Signs, Speed Study, Parking

· Highway Engineering

o Collecting data, Analyzing, Preliminary and Detailed Geometric Design

o Junction Improvement, IRC Codes, Flyover and Underpass Design

o Land Development and Site Planning

· GIS Engineer

o Collection and Preparation of GIS Data, Analysis

· Software

o MS Office, AutoCAD 2006, ArcGIS 9.3, STAAD Pro

Academic Project:

Mini Project:

Project Title: Study of Drawings, Preparation of BOQ, BBS and Material Requirement Statement

Team Size: 6

Description: The main object of this project is to study and prepare Bill of Quantities (BOQ), Bar Bending Schedule (BBS), and Material Requirement Statement for materials like Cement, Sand, Coarse Aggregates (12mm, 20mm, 40mm), and Steel Reinforcement of different bars of diameter of 8mm, 10mm, 12mm, 16mm, 20mm, 25mm, and 32mm. We have chosen Block-III for this project.

Major Project:

Project Title: Load Analysis, Structural Analysis, and RCC Design of New Engineering College

Team Size: 6

Description: The main object of this project is to do analysis and designing of structural members of as per Limit State Design Method. The total built-up area of the building is around 5,00,000 sft with 6 floors (G-2, G-1, G, G+1, G+2, G+3). The site is highly undulated and hard soil strata/rock profile. We have chosen Block-III for this project. Our project includes,

· Studying of Architectural Drawings

· Load Analysis

· Structural Analysis using Moment Distribution Method

· RCC structural Design using Limit State Design Method

· Preparation of Structural Drawings

Personal Details:

Father Name:

Date of Birth:

Passport No:

Address:

Geotechnical Engineering - II (Question Bank)

Geotechnical Engineering – II

Unit 1:

1. a) Differentiate un-disturbed and disturbed soil samples.

b) Explain in detail the test set up and procedure of plate load test as per IS: 1885 including the analysis of data and its limitations.

2. a) Explain Objective and various methods of soil exploration and comment on suitability of each of them.

b) Write a detailed note on the test set up and procedure of Standard Penetration Test including the corrections to be applied.

3. a) Explain the “Log of Bore Hole” details.

. b) Explain the method of collection of sample in Cohesion-less soils including the description of the sampler used.

4 a) Explain in detail the test set up and procedure of “Pressure Meter Test” including the analysis of data and its suitability.

b) Describe the factors governing depth of investigation.

Unit 2:

1. a) Compare the “Swedish Slip Circle method” with “Method of slices”.

b) An excavation has to be made with an inclination of 40° in a soil with c’=40 kPa, Φ’=10° and γ=18 kN/cum. What is the maximum height of the slope with a factor of safety of 2.01. The Taylor’s stability number for the above conditions is given as 0.097.

2. a) Discuss various types of failure of slopes and explain the necessary conditions for each of them to occur.

b) Explain the method of slices for estimation of factor of safety of finite slopes. Also, obtain the expression for factor of safety of a c- Φ slope.

3 a) A long natural slope in an over consolidated Clay (c1 = 10 kN/m2, φ=250, γsat= 20 kN/m3) is inclined at 100 to the horizontal. The water table is at the surface and the seepage is parallel to the slope. If a plane slip had developed at a depth of 5m below the surface, determine the factor of safety. Take γw= 10 kN/m3

b) Describe the stability of slope of an earthen dam in “sudden draw down” conditions.

4. a) Derive an expression for the factor of safety of infinite slope in submerged cohesion less soils.

b) An embankment is constructed at an angle of 600 to the horizontal. The cohesive strength of the embankment material is 40 kN/m2 and the angle of shearing resistance is 0. Its unit weight is 18 kN/m3. Calculate the safe height of the embankment for a factor of safety of 1.5. Assume the stability number as 0.91.

Unit 3:

1. a) Explain the earth pressure in active, passive and at rest conditions.

b) A 9m high retaining wall is supporting a back fill consisting of two types of soils. The water table is located at a depth of 5m below the top. The properties of soil from 0 to 3m include c = 0 kN/sqm; Φ = 330; γ = 17 kN/cum and those for soil from 3m to 9m include c = 0 kN/sqm; Φ = 400; γ = 18.50 kN/cum, γ sub = 20.50 kN/cum. Plot the distribution of active and passive earth pressure and determine the magnitude and point of application of total active and passive earth pressure acting on the retaining wall.

2. a) Compare the Rankine’s and Coulomb’s theories for computation of earth pressure, critically and suggest the suitability of these methods.

b) A 8m high retaining wall is supporting a c-Φ backfill having c=40 kN/sqm ; Φ=24° ; γ=18.50 kN/cum. Plot the distribution of active and passive earth pressure and determine the magnitude and point of application of total active and passive earth pressure acting on the retaining wall.

3. a) A 10m high retaining wall is supporting a back fill consisting of two types of soils. The water table is located at a depth of 6m below the top. The properties of soil from 0 to 4m include c=30 kN/sqm ; Φ=30° ; γ=17 kN/cum and those for soil from 4m to 10m include c=10 kN/sqm ; Φ=40° ; γ=18.50 kN/cum, γsat =20.50 kN/cum. Plot the distribution of active earth pressure and determine the magnitude and point of application of total active earth pressure acting on the retaining wall.

b) Explain the procedure of Culmann’s graphical method for computation of earth pressure

4. a) Explain the procedure for computation of active earth pressure in case of backfill with its top inclined to horizontal .

b) A 7m high retaining wall is supporting a back fill consisting of two types of soils.

The water table is located at a depth of 5m below the top. A capillary raise of 0.90m was found. The properties of soil from 0 to 3m include c=0 kN/sqm ; Φ=18° ; γ=16.50 kN/cum and those for soil from 3m to 7m include c=0 kN/sqm ; Φ=36° ; γ=18 kN/cum, γsub =20 kN/cum. A surcharge of 200 kPa is applied on the top of backfill. Plot the distribution of active earth pressure and determine the magnitude and point of application of total active earth pressure acting on the retaining wall.

Unit 4:

1. A trapezoidal gravity retaining wall of height 6m with top and bottom widths as 0.45m and 1.20m respectively is constructed in RCC with a unit weight of 25 kN/cum. Its bottom is resting 2m below the GL on soil having c = 0 kN/sqm; Φ = 360; γ = 18kN/cum; the friction angle is 2/3 of Φ. The allowable bearing capacity of the soil for this case is found to be 200 kN/sqm. The wall is supporting the 4m thick back fill above GL made of soil having c = 0 kN/sqm; Φ = 300 ; γ = 17.50 kN/cum. Analyse the stability of wall against overturning, sliding and bearing capacity.

2. Design a gravity retaining wall of height 3m with uniform thickness (ie. rectangular in cross section) constructed in RRM with a unit weight of 24 kN/cum. The average properties of soil from top to bottom of wall include c=0 kN/sqm ; Φ=36° ; γ=18kN/cum; the friction angle is 2/3 of Φ. The allowable bearing capacity of the soil for this case is found to be 200 kN/sqm. Analyse the stability of wall against overturning, sliding and bearing capacity.

b) Explain the significance of weep holes in performance of retaining walls

3. A gravity retaining wall of height 3m with uniform thickness (ie. rectangular in cross section) of 1.20m is constructed in RRM with a unit weight of 24 kN/cum. The average properties of soil from top to bottom of wall include c=0 kN/sqm ; Φ=30°. Subsequently, 1m high fill is placed on top of the existing backfill after constructing a 0.60m thick wall above the existing wall matching with the backfill side face of wall (ie., the offset is provided on the otherside of backfill) Analyse the stability of wall against overturning before and after raising the height of backfill.

4. An L–shaped retaining wall is constructed to retain dry sand. The unit weight of sand is 17kN/m3 and the angle of shearing resistance is 320.The base of the wall is placed 6.0m below the top of the backfill. The thickness of the base and that of the stem is 0.4m. The base width is 3.5m. Unit weight of masonry is given as 22kN/m3. The angle of friction between the concrete and the foundation material can be taken as 200 and Allowable bearing capacity as 220kN/m2. Check the stability of the retaining wall against overturning and maximum pressure.

Geotechnical Engineering -I (Lab Manual)

Lab Manual