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Re:RE: RE: Rockery Retaining Walls[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Re:RE: RE: Rockery Retaining Walls
- From: tbenson(--nospam--at)lowney.com
- Date: Wed, 13 Jan 1999 16:39:40 -0800
To the anonymous respondent from "the Great North West": What is the cost difference between a "one man rock" versus a "two man rock" FOB? How do I calculate shipping charges? Rest assured no offense taken (see below), but please understand that my first paragraph (below) was tongue-in-cheek :^) (did I get that symbology right?) Please excuse my impertinence in an otherwise productive day. Tom Benson (see below) ____________________Reply Separator____________________ Subject: RE: RE: Rockery Retaining Walls Author: <seaint(--nospam--at)seaint.org> Date: 1/13/99 12:11 PM Well Engineers, its sounds like some of you are spending too much time in the text books and not enough time out in the field. I live in the Great North West and I admit that coming originally from back East that the term "One Man Rock" or "Two Man Rock" was new to me. But being as smart as we engineers think we are it took about 2 seconds to understand what the term meant. I don't mean to offend anyone but we all must try to think a little out side the realms of poisson's ratio and Integrations for Virtual Work. It's no wonder contractors laugh at engineers! Come on guy's loose the pocket protectors. I am not saying we should compromise our design integrity but we should make a good effort to live and engineer in the real world! An engineer gains respect by understanding and working with contractors, associates and yes, even architects. One does not gain respect by quoting some fancy interaction formula or some specifying outrageous elaborate concrete mix design that increases f'c by 5%. The only respect I would give to such an individual is as much as I give to my old University Engineering Mechanics Text Book - I like to reference it sometimes but I wouldn't want to drink a beer with it after hours. > -----Original Message----- > From: tbenson(--nospam--at)lowney.com [mailto:tbenson(--nospam--at)lowney.com] > Sent: Wednesday, January 13, 1999 10:14 AM > To: seaint(--nospam--at)seaint.org; seaint(--nospam--at)seaint.org > Subject: Re:RE: Rockery Retaining Walls > > > Is there such a thing as a "one man rock"? As a Geotechnical Engineer, I > suppose I should know the answer. But I don't (not in ASTM D > 653-97). I hope > the original author will define this, and describe the origin of their > definition. My hypothesis is that it is a boulder which requires > 2 to 3 workers > to move. How powerful are the "men" and how far do they have to > move it remains > a mystery. Can we convert that to Newtons or Joules, or should > it be a unit of > mass? A boulder is precisely defined as "a rock fragment, > usually rounded by > weathering or abrasion, with an average dimension of 12 inches > (305 mm) or more" > (ASTM D 653-97). > > On the more serious side, I agree that this "retaining wall" > probably should be > designed as a gravity wall, and will require a sloping face. The > slope face > will be a function of the interlocking ability of the boulders > (or angle of > repose). Although the previously mentioned 0.25:1 > (horizontal:vertical) face is > common for crib walls and the like, this may not be very stable > for well rounded > boulders, depending upon the composition and geometry of the > boulders. What is > the consequence of failure of this wall? Not to overanalyze or > over-engineer > the problem, but if you must carefully engineer this wall, the > most formidable > problem is to define the strength and interlocking characteristics of your > boulders, including durability. I will say this, a boulder wall > probably drains > well, and if the boulders are durable, will work well on > shorelines. You may > also contain the boulders in cribs (reinforced concrete or metal), or in > gabions. (Gabion is not in ASTM D 653-97, but is in my 1973 Webster's New > Collegiate Dictionary.) > > Tom Benson at Lowney Associates > Pasadena, CA (626) 396-1490 > tbenson(--nospam--at)lowney.com > > ____________________Reply Separator____________________ > Subject: RE: Rockery Retaining Walls > Author: <seaint(--nospam--at)seaint.org> > Date: 1/13/99 9:33 AM > > I sure hope someone answers this so that I don't have to show my > ignorance too. > JDC > > -----Original Message----- > From: Charley Hamilton [SMTP:chamilto(--nospam--at)eng.uci.edu] > Sent: Tuesday, January 12, 1999 4:05 PM > To: seaint(--nospam--at)seaint.org > Subject: Re: Rockery Retaining Walls > > I must admit ignorance (no surprise to anyone out there, > I'm sure). > What exactly is a 2 to 3 man rock rockery wall? Perhaps the > question I really > want answered is "What is a 2 to 3 man rock?" > > Charley > > --------- > Charles Hamilton, EIT Phone: > 949.824.8257 > (office) > Graduate Student > 949.856.2797 (home) > Department of Civil and FAX: 949.824.8694 > Environmental Engineering Email: > chamilto(--nospam--at)eng.uci.edu > University of California, Irvine > > > > > > > > > > .
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