BEGIN:VCALENDAR
PRODID:-//Microsoft Corporation//Outlook 16.0 MIMEDIR//EN
VERSION:2.0
METHOD:REQUEST
X-MS-OLK-FORCEINSPECTOROPEN:TRUE
BEGIN:VTIMEZONE
TZID:Central Standard Time
BEGIN:STANDARD
DTSTART:16011104T020000
RRULE:FREQ=YEARLY;BYDAY=1SU;BYMONTH=11
TZOFFSETFROM:-0500
TZOFFSETTO:-0600
END:STANDARD
BEGIN:DAYLIGHT
DTSTART:16010311T020000
RRULE:FREQ=YEARLY;BYDAY=2SU;BYMONTH=3
TZOFFSETFROM:-0600
TZOFFSETTO:-0500
END:DAYLIGHT
END:VTIMEZONE
BEGIN:VEVENT
ATTENDEE;CN="Jianfar, Arjan";RSVP=TRUE:mailto:arjan.jianfar@hatch.com
CLASS:PUBLIC
CREATED:20230927T143056Z
DESCRIPTION:Helical Piles: Efficient Foundation for Static\, Dynamic and Se
	ismic Applications \n\n \n\nPresented by:  \n\nProfessor M. Hesham El Nagg
	ar\, Ph.D.\, P.Eng.\, FCAE\, FEIC\, FASCE \n\nDistinguished University Pro
	fessor\, Western University\, London\, Canada\n\n \n\nPresentation Abstrac
	t: \n\nHelical piles have become popular foundation option owing to their 
	many advantages related to ease of installation and large load carrying ca
	pacity. They are typically manufactured of straight steel shafts fitted wi
	th one or more helices and are installed using mechanical torque. They can
	 sustain static and dynamic loading and are increasingly used in applicati
	ons that induce complex loading conditions on them. The behavior and desig
	n of single vertical helical piles subjected to static loading is well inv
	estigated. However\, the dynamic and seismic behavior of single helical pi
	les and their group behavior are of great importance in modern foundation 
	engineering practice but not yet well understood. This presentation presen
	ts recent advances in evaluating the axial and lateral capacity and perfor
	mance of single and grouped helical piles and their response to static\, d
	ynamic and seismic loads.\n\n \n\nAbout the Presenter: \n\nDr. Hesham El N
	aggar is a Distinguished University professor and a world leader in founda
	tion dynamics and geotechnical earthquake engineering. He advanced the sta
	te-of-the-art in analysis and design of foundations for dynamic loads. His
	 innovative work on foundation dynamics led to the development of DYNA6\, 
	the industry-standard in machine foundation design. His work on foundation
	 design and geotechnical earthquake engineering has been incorporated into
	 design guidelines recommended by regulatory bodies and learned societies.
	 He is Editor-In-Chief of Soil Dynamics and Earthquake Engineering and pas
	t Associate Editor of the Canadian Geotechnical Journal. He published more
	 than 550 technical papers and book chapters including 400 in selective an
	d prestigious journals on foundations\, soil-structure interaction and geo
	technical earthquake engineering\; and consulted on major projects worldwi
	de. He has delivered more than 50 plenary\, keynotes and invited speeches 
	at national and international conferences. Dr. El Naggar attracted more th
	an $20M of research funding and graduated more than 120 PhD and Master stu
	dents. In recognition of his outstanding research contributions\, Dr. El N
	aggar received many prestigious awards including the Geosynthetics\, Sterm
	ac\, Meyerhof and Canadian Geotechnical Colloquium Speaker Awards from the
	 Canadian Geotechnical Society\; the Ontario Professional Engineers Medal 
	for Engineering Research & Development\; the prestigious 2021 Zhongguancun
	 Award for Outstanding Contribution\, from Beijing Council of Science and 
	Technology\; the Faculty Scholar Award\, Outstanding Teaching\, Research E
	xcellence and Distinguished University Professor Awards from Western Unive
	rsity. He is an elected Fellow of Canadian Academy of Engineering\, the En
	gineering Institute of Canada and the American Society for Civil Engineers
	.\n\n \n\n \n\n
DTEND;TZID="Central Standard Time":20231020T140000
DTSTAMP:20230927T142529Z
DTSTART;TZID="Central Standard Time":20231020T123000
LAST-MODIFIED:20230927T143056Z
LOCATION:Holiday Inn Winnipeg-South\, an IHG Hotel (1330 Pembina Hwy\, Winn
	ipeg  MB  R3T 2B4\, Canada)
ORGANIZER;CN="Jianfar, Arjan":mailto:arjan.jianfar@hatch.com
PRIORITY:5
SEQUENCE:2
SUMMARY;LANGUAGE=en-us:CGS Manitoba - Fall 2023 CCLT - in person luncheon
TRANSP:OPAQUE
UID:040000008200E00074C5B7101A82E0080000000090ACE06560F0D901000000000000000
	010000000D01571FBE4223E46828519E5A3E71434
X-ALT-DESC;FMTTYPE=text/html:<html xmlns:v="urn:schemas-microsoft-com:vml" 
	xmlns:o="urn:schemas-microsoft-com:office:office" xmlns:w="urn:schemas-mic
	rosoft-com:office:word" xmlns:m="http://schemas.microsoft.com/office/2004/
	12/omml" xmlns="http://www.w3.org/TR/REC-html40"><head><meta name=Generato
	r content="Microsoft Word 15 (filtered medium)"><style><!--\n/* Font Defin
	itions */\n@font-face\n	{font-family:"Cambria Math"\;\n	panose-1:2 4 5 3 5
	 4 6 3 2 4\;}\n@font-face\n	{font-family:Calibri\;\n	panose-1:2 15 5 2 2 2
	 4 3 2 4\;}\n/* Style Definitions */\np.MsoNormal\, li.MsoNormal\, div.Mso
	Normal\n	{margin:0in\;\n	font-size:11.0pt\;\n	font-family:"Calibri"\,sans-
	serif\;\n	mso-ligatures:standardcontextual\;}\nspan.EmailStyle18\n	{mso-st
	yle-type:personal-compose\;\n	font-family:"Calibri"\,sans-serif\;\n	color:
	windowtext\;}\n.MsoChpDefault\n	{mso-style-type:export-only\;\n	font-size:
	10.0pt\;\n	mso-ligatures:none\;}\n@page WordSection1\n	{size:8.5in 11.0in\
	;\n	margin:1.0in 1.0in 1.0in 1.0in\;}\ndiv.WordSection1\n	{page:WordSectio
	n1\;}\n--></style><!--[if gte mso 9]><xml>\n<o:shapedefaults v:ext="edit" 
	spidmax="1026" />\n</xml><![endif]--><!--[if gte mso 9]><xml>\n<o:shapelay
	out v:ext="edit">\n<o:idmap v:ext="edit" data="1" />\n</o:shapelayout></xm
	l><![endif]--></head><body lang=EN-US link="#0563C1" vlink="#954F72" style
	='word-wrap:break-word'><div class=WordSection1><p class=MsoNormal>Helical
	 Piles: Efficient Foundation for Static\, Dynamic and Seismic Applications
	 <o:p></o:p></p><p class=MsoNormal><o:p>&nbsp\;</o:p></p><p class=MsoNorma
	l>Presented by:&nbsp\; <o:p></o:p></p><p class=MsoNormal>Professor M. Hesh
	am El Naggar\, Ph.D.\, P.Eng.\, FCAE\, FEIC\, FASCE <o:p></o:p></p><p clas
	s=MsoNormal>Distinguished University Professor\, Western University\, Lond
	on\, Canada<o:p></o:p></p><p class=MsoNormal><o:p>&nbsp\;</o:p></p><p clas
	s=MsoNormal>Presentation Abstract: <o:p></o:p></p><p class=MsoNormal>Helic
	al piles have become popular foundation option owing to their many advanta
	ges related to ease of installation and large load carrying capacity. They
	 are typically manufactured of straight steel shafts fitted with one or mo
	re helices and are installed using mechanical torque. They can sustain sta
	tic and dynamic loading and are increasingly used in applications that ind
	uce complex loading conditions on them. The behavior and design of single 
	vertical helical piles subjected to static loading is well investigated. H
	owever\, the dynamic and seismic behavior of single helical piles and thei
	r group behavior are of great importance in modern foundation engineering 
	practice but not yet well understood. This presentation presents recent ad
	vances in evaluating the axial and lateral capacity and performance of sin
	gle and grouped helical piles and their response to static\, dynamic and s
	eismic loads.<o:p></o:p></p><p class=MsoNormal><o:p>&nbsp\;</o:p></p><p cl
	ass=MsoNormal>About the Presenter: <o:p></o:p></p><p class=MsoNormal>Dr. H
	esham El Naggar is a Distinguished University professor and a world leader
	 in foundation dynamics and geotechnical earthquake engineering. He advanc
	ed the state-of-the-art in analysis and design of foundations for dynamic 
	loads. His innovative work on foundation dynamics led to the development o
	f DYNA6\, the industry-standard in machine foundation design. His work on 
	foundation design and geotechnical earthquake engineering has been incorpo
	rated into design guidelines recommended by regulatory bodies and learned 
	societies. He is Editor-In-Chief of Soil Dynamics and Earthquake Engineeri
	ng and past Associate Editor of the Canadian Geotechnical Journal. He publ
	ished more than 550 technical papers and book chapters including 400 in se
	lective and prestigious journals on foundations\, soil-structure interacti
	on and geotechnical earthquake engineering\; and consulted on major projec
	ts worldwide. He has delivered more than 50 plenary\, keynotes and invited
	 speeches at national and international conferences. Dr. El Naggar attract
	ed more than $20M of research funding and graduated more than 120 PhD and 
	Master students. In recognition of his outstanding research contributions\
	, Dr. El Naggar received many prestigious awards including the Geosyntheti
	cs\, Stermac\, Meyerhof and Canadian Geotechnical Colloquium Speaker Award
	s from the Canadian Geotechnical Society\; the Ontario Professional Engine
	ers Medal for Engineering Research &amp\; Development\; the prestigious 20
	21 Zhongguancun Award for Outstanding Contribution\, from Beijing Council 
	of Science and Technology\; the Faculty Scholar Award\, Outstanding Teachi
	ng\, Research Excellence and Distinguished University Professor Awards fro
	m Western University. He is an elected Fellow of Canadian Academy of Engin
	eering\, the Engineering Institute of Canada and the American Society for 
	Civil Engineers.<o:p></o:p></p><p class=MsoNormal><o:p>&nbsp\;</o:p></p><p
	 class=MsoNormal><o:p>&nbsp\;</o:p></p></div></body></html>
X-MICROSOFT-CDO-BUSYSTATUS:OOF
X-MICROSOFT-CDO-IMPORTANCE:1
X-MICROSOFT-DISALLOW-COUNTER:FALSE
X-MS-OLK-APPTLASTSEQUENCE:2
X-MS-OLK-APPTSEQTIME:20230927T142529Z
X-MS-OLK-AUTOFILLLOCATION:FALSE
X-MS-OLK-CONFTYPE:0
BEGIN:VALARM
TRIGGER:-PT15M
ACTION:DISPLAY
DESCRIPTION:Reminder
END:VALARM
END:VEVENT
END:VCALENDAR
