Dryaa, You may make the pile as open-ended (at the tip) thin-wall tube, thus avoid tip resistance and only have skin friction. Thanks Nasr O. Sheta, Ph.D., PE ...
1826
nemat ullah
engr_uet83
Apr 24, 2012 6:32 am
Dear You can put some fill material at the pile Toe. ... From: Deayaa Madi <d_madi72@...> Subject: [Geoengineer Group] Pile Skin friction only To:...
1825
Pmn Mech
pmn.mech
Apr 23, 2012 6:39 am
Dear Sirs, Â Â I am student of Geotechnic and study on dynamic behaviour of pile group under seismic loading, I am using Ansys to model pilegroup but I faced...
1824
Deayaa Madi
d_madi72
Apr 23, 2012 6:39 am
Dear All, I just wanted to evaluate experimentally the skin friction between pile and soil and i need to ignore the pile toe bearing. Can i put the steel...
1822
skahmad
Mar 6, 2012 7:19 am
Please visit for popular titles of civil engineering books at http://bookstore.webinfolist.com/ce.htm...
1820
skahmad
Feb 24, 2012 7:15 am
Now you will find more solved problems for civil engineers at http://civilengineer.webinfolist.com/problemsolver.htm These illustrated problems include...
1819
Mohsin Usman
mohsinusman81
Feb 24, 2012 7:14 am
Can anyone help me to set the viscosity limits for saturated clay/mud to calculate the friction between clayey steel and rubber Tyre Thanks.  Mohsin...
1817
skahmad
Feb 1, 2012 7:26 am
New Fixed Beam Calculator is now available at http://civilengineer.webinfolist.com/fbcalc.htm This is very useful tool to easily calculate fixed end moments, ...
1816
skahmad
Jan 23, 2012 2:36 pm
Revised version of deflection & slope calculator for beams http://civilengineer.webinfolist.com/str/sdcalc.htm is now giving the values of deflection & slope...
1815
soniaaziz75
Jan 16, 2012 7:46 am
Many other problems are fixed by running diagnostic programs <http://www.worldofecourses.com/ecrs/computer-repair-home-study.html> Many PC repairs involve easy...
1814
Surriya Khan
surriyakhan11
Jan 13, 2012 7:28 am
1813
skahmad
Jan 5, 2012 2:40 pm
2012 conferences in civil engineering are now posted at http://civilengineer.webinfolist.com/conferences.htm...
1812
Surriya Khan
surriyakhan11
Dec 27, 2011 7:18 am
The Doctor of Philosophy (PhD) degree <http://www.courses-library.com/phdprg/phd-business-office-automation-te\ chnology.html> The University recognizes that...
1811
Geordie
geobobbyc
Dec 16, 2011 7:23 am
Hello GeoEngineers - Started a Piledriving Page on Facebook. Intended as a casual collection of people interested in the subject. ...
1810
dafo407@...
dafo407
Dec 12, 2011 1:56 pm
Deeya Pile resistance mobilises along the shaft and at the base with displacement, which involves shear mobilisation, compression and elastic shortening. A...
1809
Deayaa Madi
d_madi72
Dec 12, 2011 7:38 am
Dear my colleagues, I need to get a load displacement for shaft and pile toe base. Actually, i have got some papers that mentioned to apply loading on the...
1808
skahmad
Dec 5, 2011 7:30 am
Bending Moment calculator is now revised and posted at http://civilengineer.webinfolist.com/mech/bmcalc.htm Now you can easily calculate the Bending Moment &...
1807
Geoengineer-owner@yah...
Nov 30, 2011 2:10 pm
<http://mygeoworld.info/map> <http://www.mygeoworld.info/pg/map> [199] <http://www.mygeoworld.info/pg/map> The latest meaningful innovation in geoengineering...
1806
Geoengineer-owner@yah...
Nov 9, 2011 1:04 pm
For those of you who have missed it, GeoWorld <http://www.mygeoworld.info> is a unique networking platform launched in September. It has already established a...
1805
Dimitrios Zekkos
zekkos_gr
Oct 25, 2011 8:53 am
Dear colleagues, The International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE), the premier international organization in geotechnical ...
1804
skahmad
Sep 29, 2011 7:48 am
Revised version of Moment of inertia calculator is now posted at http;//civilengineer.webinfolist.com/str/micalc.htm With this calculator now you can calculate...
1803
skahmad
Sep 5, 2011 11:30 am
More civil engineering problems inclucing indeterminate structures have been solved and uploaded by the problemsolver at ...
1802
Geordie
geobobbyc
Aug 22, 2011 1:48 pm
Hello GeoEngineer... I'm looking for a little help. What trade magazines do you read? ENR? Civil Engineering? Deep Foundations? Roads and Bridges? Pile Buck?...
1801
r_gautama_mis@...
r_gautama_mis
Jul 22, 2011 6:19 am
The bigger the specimens the realistic strength number you get. The different DR on sand during test is one of the methods to identify strength changing in...
1800
Deayaa Madi
d_madi72
Jul 20, 2011 6:45 am
Thanks alots for your response.. Actually, the box direct shear dimension that i want to use it is (60x60mm). I just wanted to tell you that some of researcher...
1799
r_gautama_mis@...
r_gautama_mis
Jul 19, 2011 7:08 am
Can you be more detail on what you want to get. Sand strength behavior is different from loose to dense, and of course the Dr (relative density) one of key...
1798
Deayaa Madi
d_madi72
Jul 18, 2011 9:54 am
Dear my colleagues.. In fact, i am doing direct shear soil for different sand soil (dry sand). I just wanted to calculate the relative density for these...
1797
Cagatay Konuk
afrochaltey
Jun 22, 2011 6:19 am
Exactly, i agree with all those statements. Still, i was wondering if there was any analytical(if not experimental) background to the problem. Â Best Regards....
1796
David Oliveira (Gmail)
dafo407
Jun 21, 2011 1:41 pm
Konuk Note that B/4 is less restricting than B/6. For example, suppose that your foundation width is 6 m in soils e = b/6 = 1 m, and in rocks e = b/4 = 1.5 m. ...
1795
Cagatay Konuk
afrochaltey
Jun 21, 2011 12:50 pm
- Greetings, Allow me to clarify the previous statement. The following section is quoted from FHWA Manual-Load and Resistance Factor Design (LRFD) for Highway...
